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600 NE 101 St (10)Date 3 -2O % Job Address Legal Description Contracting Co. Qualifier ssee / Tenant er's Address //�� 6C0 J E 101 s-f . l ce - o �oo ttl CeDce P ao 4ce,bo State# RC 005 6237 PERMIT APPLICATION FOR MIAMI SHORES VILLAGE (OOO I\l E I o (S4 Tax Folio Historically Designated: Yes No ie-c,/ ? od /'/ CK /n Master Permit # 3 . L ic 31 `. Municipal # 3 0 - 0 5 - 1 1 5 7 1 1 2 Competency # Architect/Engineer / Address 14 Bonding Company N/ Address /V Mortgagor 4/ / Address / V/ei Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL Qr6FING PAVING FENCE SIGN WORK DESCRIPTION l'.oMP G& - F� fe, /.)� cJh � - tv'vrTh i ( lc° /Pi/ #t�i�• b wirrvo 'irk o rtA-F Secfiicry. 8 op 1 s Square Ft. 3500 3 f t' Estimated Cost (value) 67 42 / WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named c i' !for to do the work stated. Signature o :caner and/or Cony o President Notary as to OwnenbIlittIPil@ilittRte SEAL Date My Commission E: Aires: OTILIA ACEBO NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. CC470737 MY COMMISSION EXP. JUNE 27,1999 FEES: PERMIT RADON APPROVED: Zoning Building Mechanical C.C.F. s o 6, V$,/ 1/ I9G, Signature o Phone — R' (1c3 Address (43 3 5 /0 Lill/ . Me? (e4e / j— SS# Phone Notary as to C My Commissio NOTARY zo9y • 63 t ! . Expires: OTILIA ACEBO NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. CC470737 MY COMMISSION EXP. JUNE 27,1999 Electrical der 6:5-2,53 5ca1tSAALE - 1.-(4S3 Ins. Co. . F 2SA / S I F - tracto r or Owner -Bu' 3/20/9 6 Date 5 44,6 Date TOTAL DUE L f r � Plumbing Engineering NOTICE OF COMMENCEMENT PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street address: 2. Description of improvement: Interest in property: 445-3-)-0 a vv1 R Q -F 3.Owner(s) name and address: LZp r -d (Ac..c4' i ((7 bon 6 1 O ( S ✓Y1 I br vv\ t s k r—e S F LA) Name and address of fee simple titleholder: 4. Contractor's name and address: Ace, - v a-oo- 4 rp 3 0..5 6 - / ( h Fe-- 3 S e) ( 5. Surety:(Payment bond required by wner from contractor, if any) Name and address: Amount of bond $ i IH- 6. Lender's name and address: /ul 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: Section 713.13(1)(b), Florida Statutes. Name and address. 1.44 6 0 /0/ Si . 96R i 18388 1996 hiAR 20 12:26 f11f eiktn FL 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street address: 2. Description of improvement: Interest in property: Name and address of fee simple titleholder: 6. Lender's name and address: Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commence different date is specified Signature of Owner Print Owners Name Print Notary's Name My Commission Expires: NOTICE OF COMMENCEMENT 1, f 6 00 106 /0/ S- I-. 96R i 1u38 s 1996 MAR 20 12:26 I�IbIf�t4 t tvore -S 1L Ti (24_,0 Q,p_ -F 3. Owner(s) name and address: LZQr -d 0/VA '% (0 (. CO Ni f, ! 0 ( S ✓h Ibrvtni S Fe- 4. Contractor's name and address: Hce�beo p 2 / 3 0_5 6 . 2,0 LA/ rG teg2, G1 Fcr 5 S via 5. Surety:(Payment bond required by wner from contractor, if any) Name and address: /� Amount of bond $ I a 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in ent: (the expiration date is 1 year from the date of recording unless a Y " tYY2 -1 `'O Prepared by: Tti46ro Sworn to and subscribed before me this (9 day of 1441 12_ , 19 `? 6 . y 3 oS e • (O (A/. / — / Address: / (e i !FZ- 1/ t ;I�; C L Notary Public MEP A?[/ STATE OF FLORIDA, COUNTY OF DADE ho 1 NOM CERIIFY f' :o' this is a tru co of t daY or 4g.na' fled in t'i' office on t A® 19 W ' NESS my h 'nd and official Seal. HARVE ( RUVIi4, CLERK, o Cy ca By /c/1"--. 12901.52 2/93 Job Address: 6 C / /• �l ` 1. General 2. Documentation t2301-•58 APPENDIX 'E' METRO -DADE UNIFORM BUILDING PERMIT SECTION II MORTAR OR ADHESIVE SET TILE SYSTEMS Contractor: The information provided in this Section is required to confirm Product Control Approval of the proposed tile system assembly; confirm compliance with the wind Load requirements of Chapter 23 of the South Florida Building Code (SFBC); and confirm compliance with Sections 3403.5 and 3404 of the South Florida Building Code. The following documents are required for submission with the Uniform Building Permit application: ► Two (2) copies of the proposed tile system assembly's and associated roofing component's Product Control Approval(s). ► One (1) copy of the tile system assembly and/or roofing component(s) manufacturer's published application instructions and literature. ► All documents attached herein, filled out and completed in full. 3. Project Information Check one of the following: ❑ New Construction 24. Re -Roof Nose: Mortar or adhesive set tile systems are not acceptable as recover applications. Mortar or Adhesive Set Tile Systems Page - 1 ,4cth3 Pco-C% Process No. Is the deck solid sheathed? (circle' yes' or 'no') yes no Deck Type (check one of the following): ❑ Nominal ''A" Plywood (for re -roof only) ❑ Nominal' /," Plywood In Wood Plank 3 /q " ❑ Other (fill in) Roof Pitch (fill inl: 3 " : 12" Note: Mortar or adhesive set tile systems shall not be installed at a pitch greater than 7'/: ":12 ". Mortar or adhesive set tile applied at a pitch greater than 5 ":12" and less than or equal to 7 ":12" shall have the first three courses of tilt nailed with not less than one nail per tile. As an alternate, the first three courses of tile may be applied in mortar over a single layer of minimum 12 ga. wire mesh with square openings of not less than ' /," which is mechanically attached to the sheathing with not less than one nail per 2 R'. Circle 'yes' or 'no' for each of the following: Have you attached two copies of the tile system manufacturer's Product Control • for the proposed tile system? no instructions an Have you attach • a copy of the tile system assembly and/or roofing component(s) manufacturer's published, application terature no Is the proposed underlayment approved for use with this tile system assembl no ( Job Address: 6' 9 4:6---- / eP/ Project Information (continued): If the proposed undcrlaymcnt is self - adhered, have you complied with the venting requirements of Section 2913.3 (b), (c) and (d) of thc South Florida Building Code? yes no Are all related accessories approved for use with this tile system assembly? Are the proposed edge metal attachment fasteners in compliance with the requirements of the South Florida Building Code (minimum 12 ga. annular ' � . nk, corrossion reisistant nails)? no 4. The Tile System Assembly: The following information is required to confirm compliance with Subsections 3403.5(a) and (c) and Section 3404 of the South Florida Building Code. Tile: Tile Name: Manufacturer: Tile Material: L)_ Clay oncrcte ❑ Other: no Cm oc- F IaT Contractor: Product Control Approval Number: 9 1 222 • Mortar or Adhesive: Check one of the following which apply to the proposed the securement for use with the proposed tile system assembly: Mortar or Adhesive Set Tile Systems Page - 2 Pled o l `oo i c O Mortar: Manufacturer: Mixing Ratio: IS. Adhcsivc: Typc: Manufacturer: Tile Fasteners (for first three courses'if roof pitch exceeds 5 ":12" and is less than or equal to 7 ":12 "): Check one of the following which apply to the proposed tile fasteners (for the first three courses) for use with the proposed tile system assembly: Q Minimum 12 ga. galvanized roofing nail: ❑ Other: Type: Length: VS, NIA Length: Process No Note: All tiles shall be installed in compliance with the provisions set forth in the tile system assembly manufacturer's Product Control Approval and the minimum requirements set forth in Subsections 3403.5(c) and 3404.2 of the South Florida Building Code. Tile fasteners in the first three courses (if applicih!e) shall be of sufficient length to penetrate thc sheathing a minimum of 1" or through the sheathing thickness a minimum of / ", whichever is less Underlavrnent: The following information is required to confirm compliance with Section 3403.5(b) of the South Florida Building Code. Job Address: 6G �C `a/ 51- Undcrlayment (continued): Check all of the following which apply to the proposed underlayment for use with the proposed tile system assembly: O ASTM #30 asphalt saturated felt with: Manufacturer: O ASTM #15 asphalt saturated felt with: Manufacturer: Pv-n KC ❑ Mineral Surfaced Roll Roofing with: Manufacturer: O Other: Type: Manufacturer: Underlayment Fasteners (if applicable): O 19" overlap O 6" overlap 4" overlap O 19" overlap O 6" overlap O 4" overlap O 19" overlap O 6" overlap 4" overlap Contractor: Check one of the following which apply to the proposed underlayment attachment: IQ Minimum 12 ga. electro- galvanized roofing nail with minimum 32 ga. x 1' /," tin cap: Length: Manufacturer: 0 Other: Type: Length: Manufacturer: Mortar or Adhesive Sct Tile Systems Page -3 4 a be R - Spacing (per tile system assembly Product Control Approval): Field: 1 Z " o.c. Laps: � " o.c. 5. Related Accessories: Edge Metal (refer to Section 3408.2 of the South Florida Building Code): Type: Dimensions: Gauge or Thickness: Finish: Note: All edge metal shall be nailed on the flange and nailed or clipped at the face in compliance with the provisions set forth in Dade County Protocol PA 111, marked Appendix 'U' in the South Florida Building Code. Adhesives (check one of the following): 0 Cold Adhesive: VI- Flashing Cement: Type: Manufacturer: Type: Manufacturer: Process No. 2 ; D Z (-7 ea LV- k C1 a li_atzrgaK Job Address: 6 'de / d / Adhesives (continued): Additional Notes: Notc: Application of adhesives shall be in compliance with the Roofing Component Product Control Approval and the minimum requirements set forth in Subsection 3403.5(e)(4)(cc) of the South Florida Building Code. Ventilation System (check one or more of the following): The following iriformation is required to confirm compliance with Subsection 3401.4(e) of the South Florida Building Code. fir, -tea �j Fr / i& Fr o Ridge: Type Size 23 So ;-f \1} S Soffit: Type .5" )c Size 2 C O in' M inCowwx . xt R f3 4 /0 f 0Z Note: If underlayment is comprised of a self-adhered membrane, both soffit and ridge ventilation systems are required, unless a base sheet is applied as an anchor sheet below the self- adhered underlayment. Note: The Tile System Assembly shall be installed in strict compliance with the application instructions enumerated in the Product Control Approval. A permit shall be issued for application of the specified Tile System Assembly only. Any change to the specified Tile System Assembly shall require submission of a revised SECTION II with a copy of SECTION I, noting the permit number issued. Contractor: AeL,b o f` 0 U41 04 Process No. Mortar or Adhesive Set Tile Systems Page - 4 Job Address: 6' ,o C /0( - Contractor: Ridge Venting: (Vannlicabl.) Deck: Loe0 L � Type rhtcb..ss 3 /y 'r Underlayment: 3O A $T t! q0 y r rr■e✓t Underlayment Roof Pitch /Adhesive: 1 J Fastener: 030 — Ti ACV ; 1 th y (4 to G - • t L ttl 50 FI°T i4-4 d Tq ee, S PF 1 1 3 12' FILL IN APPLICABLE ROOFING COMPONENTS WI IICI I MAKE UP TILE SYSTEM ASSEMBLY. INSERT ANY ADDITIONAL LEADERS INDICATING ADDITIONAL ROOFING COMPONENTS NOT SI IOWN ON TIIIS PAGE. ( Where Roofing Component not uscd in Tile Systcm Assembly, fill in with "N /A ". ) Head Lap Dimension: 3 Montanan 2- wakes othermee specified M the tile spurn &trembly Product Control Approval) Mort �v1 ?& ,114 ILO Tile: F kar Gerretn — r 111e.. Tile Fastener: / ( G i I LY rJ t4%t Edge Metal I I Gett% I GALS/ Fastener: Bird Stop: MU r4 r (1t applicable) M t K Edge Metal t � or Guncr: 3 x 3 es4 ve_ zb (ti A FA) J. Existing or Proposed ��^(� \ Soffit Venting: 23 Saf.Ct\ - \¢x,-K 2 51r?rZe't'.. 23o0 1 `^ /►'I In(?e.q. = ,3 z DETAIL #1 Job Site Identification: Mortar or Adhesive Set Tile Systcms Page - 5 A C RCC C‘ Process No. Job Address. ‘'61.-e) 4/6' / D/ 3 Rid a Height: Eav e Height: Roof Mean Height ZZ- feet 10 © feet 7if7 feet Contractor: rf /1.5 Ft' ' �t BUILDING INFORMATION #1 Job Site Identification: Mortar or Adhesive Set Tile Systems Page - 6 r'1C",e.1r) ROO -ci Process No. Insert Building Ridge Height, Eave Height and Roof Mean Height. Also insert applicable information pertaining to the building below. ( See ASCE 7 - 88 Fact Sheet Attached Exposure Category: Classification Category: At I lurricancc Occanlinc7: J Y _ N Basic Wind Speed at Building Location: 110 mph Building Condition based on V. of openings: (See Table 9 of ASCE 7 -88) Ground Level Job Address: bco N6 1o1 S� Contractor: Aa,bo goolt ?l (:).-` 72.3 Z ct .q? _ gO WTo /2. 9'7 C9r (c,(4)4 -Ha nS ?v>1 Ax Z +3 116.3 Aev murr. 33.72 .25 . - 7 So h CA /CL A 7 ors o 8 g rL Les h 4/Ne- MAX (�st NCe o Ao SG o-( n.90 Sketch Roof Plan, indicating all dimensions, slopes and any roof top equipment. Also insert variable labeled "a which represents perimeter and comer dimensions per Chapter 23 of the South Florida Building Code. (See ASCE 7 -88 Fact Sheet Attached ) Pe-f t 73-c S W rr x S— 3 I I✓1 4.'1 J 6 T poz,c • A i■ AC4Fptns h Spar fops d" F ;c1 dl c cao„,) s g4494e,ed ; A t3 Lf S E s t- Hf %PPcr g- °°"e,A F R ,3 DIAGRAM Fro.'-} m BUILDING INFORMATION #2: Roof Plan with Perimeter and Corner Dimensions Job Site Identification: Mortar or Adhesive Sct Tile Systems Page - 7 Process No. p O /` ?C (c O. C• e ddi ce o-r ) Job Address: ‘e-e) ,dE / / The undersigned certifies that the Mortar or Adhesive Set Tile System Assembly is in compliance with the plans, specifications, and details submitted by the architect. STATE OF FLORIDA - COUNTY OF DADE Before me this day personally appeared PL. AC. Q who, being first duly sworn, deposes and says that all information submitted herein is true and correct. My commission expires: Licensed Cont or / Owner Si a re Sworn to and subscribed before me this th day of ,41 A 2- 19% Notary Public State of Florida Contractor: P c4 6 0 Y(Cr)C,3 Process No. Mortar or Adhesive Set Tile Systems Page - 8 METRO DADE METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING PRODUCT CONTROL NOTICE OF ACCEPTANCE Metro Roof Tile, Inc. 11350 N.W. South River Drive Miami, FL 33178 Your application for Product Approval of: Flat Cement Tile under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Redland Technologies, T heCenler forApplied Engineering, Inc., and Testwell Craig Laboratories & Consultants, Inc. has been recommended for acceptance by the Building Code Compliance office to be used in Dade County, Florida under the specific conditions set forth on pages 2 et. seq. and the Standard Conditions on page 3. This approval shall not be valid after the expiration date stated below. The Office of Code Compliance reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The applicant shall re- evaluate this product or material should any ammendments to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manu facturer. Acceptance No.: 9=1-1222.14 E.xpires:O6 /15/98 THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL Approved:06 /15/95 CONDITIONS BUILDING CODE COMMITTEE BUILDING CODE COMPLIANCE OFFICE SUITE 1603 METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 PRODUCT CONTROL SECTION (305) 375 -2902 FAX (305) 372 -6339 Raul Rodliguez Product Control Supervisor This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. Director Building Code Compliance Dept. Metropolitan Dade County Applicant: Metro Roof Tile, Inc. 200 Story Road Lake Wales, FL 33859 PRODUCE CONTROL, NOTICE OF ACCEPTANCE ROOF SYSTEM APPROVAL C'acccQiX: Prepared Roofing Sub - Category: Flat "Tile Type: Nail -on /Mortar Set/Adhesive Set Sub -Type: Concrete Metro Roof Tile, Inc., located in Medley, Florida, manufacturers clay roof tile for nail -on, mortar set or adhesive set applications. This Product Control Approval relates to Metro Roof Tile's "Concrete Flat" flat tile profile. Refer to appropriate Product Control Approvals for other tile profiles. The Metro Roof Tile "Concrete Hat" tile profile is available in a variety of colors and has snatching trim pieces used for rake hip, ridge hip, and valley terminations. These accessories are manufactured for all profiles and form a part of this Product Control Approval. The Metro Roof Tile "Concrete Flat" roof tile has been tested in compliance with the South Florida Building Code requirements for concrete, nail -on, mortar set or adhesive set tile applications. See the "Profile Drawing" section in this Approval for the Metro Roof Tile "Concrete Flat" profile drawing. The Metro Roof Tile "Concrete Flat" profile has been tested for both wind characteristics and static uplift performance, therefore, any consideration for installation shall be done as a 'Moment Based System'. Data for attachment calculations is noted in Tables 1 through 4 of this Approval. System Description Contact: Fernando Arias. Metro Roof Tile, Inc. 11501 Northwest 117th Way Miami, FL 33178 (305) 558 -6712 2 Product Control No.: 94- 1222.14 Approval Date: JUN 1 5 1995 Expiration Date: JUN 1 5 1998 Raul Rudriguez Test Product Product Dimensions Specifications Description Metro Roof Tile I = 16" I'A 112 Flat, interlocking, high pressure Concrete Flat w = 10" extruded, concrete roof tile equipped 1'h" thick with two nail holes. For direct deck or battened nail -on , mortar or adhesive set applications. Trini Pieces TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT I = varies PA 112 Accessory trim, concrete roof pieces w = varies for use at hips, rakes, ridges and valley varying thickness terminations. Manufactured for each tile profile. 3 Raul Rodriguez Product Control No.: 94- 1222.14 Test Product Product Dimensions Specifications Description Metro Roof Tile I = 16" I'A 112 Flat, interlocking, high pressure Concrete Flat w — 10" extruded, concrete roof tile equipped 11/4" thick with two nail holes. For direct deck or battened nail -on , mortar or adhesive set applications. Trim Pieces TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT I = varies PA 112 Accessory trim, concrete roof pieces w = varies for use at hips, rakes, ridges and valley varying thickness terminations. Manufactured for each tile profile. 3 Raul Rodriguez Product Control No.: 94- 1222.14 Product //30 Felt 1143 Coated Base Sheet Mineral Surface Cap Sheet Lenzingtex -ZB 140 Underlayment Rainproof 11 Ice and Water Shield Mopping Asphalt Flashing Cement TRADE NAAIES OF PRODUCTS MANUFACTURED OTHERS Dimension) N/A N/A N/A 59" x 164' roll 22 Ibs /roll 30" x 75' roll 36" x 75' roll or 60" x 75' roll 36" x 75' roll N/A N/A Test Specificatiou ASTM D 226 type 11 ASTM D 2626 ASTM D 249 PA 104 PA 104 PA 103 ASTM D 312 type III or IV ASTM D 4586 4 Raul Rodriguez Product Control No.: 94- 1222.14 Product Dcscripliort Saturated organic felt to be used as a nailed anchor sheet. Saturated and coated organic base sheet for single or double ply underlayment. Mineral surfaced asphalt roll roofing for use as a top ply in a double ply underlayment system. Single ply, nail -on underlayment. Single ply, nail -on underlayment with 2" self - adhering top edge. Self - adhering underlayment for use as a top ply in a two ply underlayment system with approved 1130 or //43 as the base layer. Asphalt for bonding a mineral surface cap to a mech. attached base sheet in a double ply underlayment system. Cut back, asphalt based, asbestos free, fiber reinforced, trowel grade cement for repair and flashing applications. Manufacturer generic generic generic Lenzing Performance, Inc. with current PCA Protect -O -Wrap, Inc. with current PCA W.R. Grace Co. with current PCA generic generic Test Product Product Dimensions Specifications Description Manufacturer Asphalt Primer N/A ASTM D 41 Cut back, asphalt generic • based coating used to facilitate bonding of dissimilar materials. Rooting Nails Tin Caps Wood Battens Tile Nails Tile Screws Roof Tile Mortar ( "TileTiteT "' ") min. 12 ga. with ' /," head min. 32 ga. min. I' / o.d. max. 2" o.d. I'A 114 Appendix E PA 114 Appendix E vertical Wood Preservers Salt pressure treated min. I" x 4" Institute LP - 2 or decay resistant horizontal lumber battens min. I" x 4" for use with vertical battens or ntin. 1" x 2" for use alone inin. 8d x 2'/2' or min. I0dx3" N8 x 2Y2" long 0.335" head dia. 0.I3I" shank dia. 0.175" screw thread diameter PA 114 Appendix E PA 114 Appendix E N/A I'A 123 Prepared mortar mix designed for mortar set roof tile applications. Roof Tile Mortar N/A PA 123 ( "Quikretc® Roof Tile Mortar It 1 140 ") 5 Raul Rodriguez Product Control No.: 94- 1222.14 Annular ring shank, hot dipped, electro or mechanically galv. roofing nails for use in underlayment attachment. Corrosion resistant circular disc for use in underlayment attachment Corrosion resistant, .screw or smooth shank nails. Corrosion resistant, coated, square drive, galvanized, coarse thread wood screws generic generic generic generic generic Bermuda Roof Company, Inc. with current PCA Prepared mortar mix Quikrete Constructio designed for mortar Products set roof tile with current PCA applications. Product Control No.: 94- 1222.14 . Test Product I'rodu4t Dimensiutis Spscifications Description Manufacturer Roof Tile Mortar N/A PA 123 Prepared mortar mix W.R. Bonsai Co. ( "ISONSAL® Roof designed for mortar with current PCA Tile Mortar Mix ") set roof tile applications. Roof Tile Adhesive N/A PA 110 Adhesive designed Polyfoam Products, (Polypro® AI -I 160) for use in roof tile Inc. applications. with current PCA Hurricane Clip & CEPS PA 114 Corrosion resistant Fasteners niin. A" width Appendix E bronze, aluminum, niin. 0.060" thick stainless steel, galvanized steel or Clip Fasteners plastic attachment min. 8d x 11/4" clips for supplemental tile attachment. Clips are installed with corrosion resistant roofing nails compatible with the clip. Valley Flashing Drip Edge min. 26 ga. ASTM A 525 Galvanized steel generic min. 16" width valley flashing n i i n . 26 ga. I'A 1 1 I Galvanized steel drip generic min. 2" face flange edge min. 2" deck flange 6 Raul Rodriguez generic ti Test Agency Red land Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Red land Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. Testwell Craig Laboratories & Consultants, Inc. TEST REPORTS 'Pest Identifier 7161 -03 Appendix III 7161 -03 Appendix III 94 -084 94 -060A 7161 -03 Appendix 1I Report Dated Aug. I, 1994 P0631 -0 I PO402 Project No. 307025 Test #MDC -77 Lab #: EA -22 Tech: G. Suarez 7 Withdrawal Resistance Testing of smooth vs. screw shank nails Raul Rodriguez Test Name/Report Static Uplift Testing PA 102 Static Uplift Testing PA IO2(A) Static Uplift Testing PA 101 (Mortar Set) Static Uplift Testing PA 101 (Adhesive Set) Product Control No.: 94- 1222.14 Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Mortar Set) Wind Driven Rain PA 100 Physical Properties PA 112 Pate Dec. 1991 Dec. 1991 May 1994 March, 1994 Dec. 1991 Aug. 1994 July 1994 Sept. 1993 Oct. 1994 July 1994 SYSTEMS (CONTINUED) Deck Type: Wood, Non - insulated Deck Description: New construction "/ or greater plywood or wood plank. SYSTEM D: Mortar or Adhesive Set Application Underlayment: Roofing Tile: Con Product Control No.: 94- 1222.14 Slope Range: 2 ":12" to 7 ":12" Note: System D is only acceptable in this slope range. For slopes in excess of 7 ":12 ", refer to System C. Install underlayment system in compliance with Dade County Application Standard PA 120. (See System Limitation 115.) Install tile in compliance with Dade County Application Standard PA 120. (See "Data for Attachment Calculations" included in this Approval.) 1. For re -roof applications, 15 / 3 2" plywood is an acceptable substrate. 11 Raul Rodriguez SYSTEM LIMITATIONS Product Control No.: 94 - 1222.14 1 The standard minimum roof pitch for Metro Roof Tile's "Concrete Flat" flat profile tile shall comply with Dade County Application Standards PA 1 18, PA 119 or PA 120, depending on the method of installation. 2. For nail - on applications, fasteners for mechanical attachment of tiles shall have a head diameter larger than that of the preformed holes in the tile. 3. System installation shall be in compliance with the system specifications outlined in this Product Control Approval. The method of attachment utilized shall provide sufficient attachment resistance expressed as a moment to meet or exceed the required moment of resistance determined in compliance with Dade County Protocol PA 115 or PA 127. The Metro Roof "file "Concrete Flat" tile profile has been tested for both %vin' characteristics and static uplift performance, therefore, attachment calculations for installation in compliance with PA 115 or PA 127 shall be done as a 'Moment Based System' 4. For mortar or adhesive set tile applications, a field static uplift test by a Dade County accredited testing agency, in compliance with Dade County Protocol PA 106, shall be performed. 5. For mortar set tile applications, 30/90 hot mopped underlayment applications may be installed perpendicular to the roof pitch unless stated otherwise by the underlayment material manufacturer's published literature. 6 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo for identification in the field. 7. Applications for roofing permits shall include a completed Section 11 of the Uniform Building Permit, a copy of Metro Roof Tile's current specifications and details, a copy of this Product Control Approval and a copy of the Product Control Approval of any Roofing Component used in the proposed tile application. Reference shall be made to appropriate data for the required fire rating. 8. The applicant shall retain the services of a Dade County certified testing laboratory to maintain quality control in compliance with the South Florida Building Code and related protocols. Samples taken shall be in compliance with Dade County Protocol PA 112, Appendix 'A'. 9. Any amendments to these provisions shall be in compliance with Sections 203 and 204 of the South Florida Building Code. Raul Rodriguez Table 2: Restoring Moments due to Gravity - M (11 -11,1) Tile Profile Mello Roof Isle Concrete Hal 3 ":12" or Tess 4 ":12" 5 ":12" Battens 6.29 Mello Roof Die Conctele flat 6 ":12" 7 ":12" greater Battens or flattens 0.53 Dit ecl Deck G Ballet's 0.43 Irirect Deck 6.00 Direct Deck flattens 6.14 Di; eel Deck 6.54 Direct Deck 0.71 5.97 N/A Table 4: Attachment Resistance Expressed as a Moment - M, (ft - Ibf) for Mortar and Adhesive Set Systems Tile Profile 111e Application Attachment Resistance 39.00 Mello Roof Die Conctele flat Mortar Set Adhesive Set 110.9U ■ Tile ['Tonle Metro Roof 1IIe Conciele flat The Profile Mello Roof Zile Cunctele flat Tile Application hailer's Direct Deck 1 nail 4.90 9.O0 DATA FOItA7 CALCULATIONS Table 1: Aerodynamic Multipliers - X (ft') X (fl') X (1l') Batten Application Direct Deck Application 0.27 0.29 Table 3: Attachment Resistance Expressed as a Moment - M, (1t - Ib1) for Nail -On Systems Approved Approved Nails Screws 2 nails 1.41) 10.00 1 screw 2 suews 5.40 9.10 25.30 41.30 13 Raul Itodt iguez Product Control No.: _94- 1222.14 Approved Field Clip With: 1 nail 2 Trails 24.20 31.00 24.30 35.50 Approved Eave Clip Willt: 1 nail 2 nails 22.10 32.2U 19.00 31.90 4 7 . c j 41_-_______. _ IS 1 4 _.- r w� PROFILE DRAWINGS 16 " METRO ROOF TILE CEntI N r F'LA'T TILE Raul Rodriguez Product Control No.: 94- 1222.14 i 1 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS This approval supersedes all previous approvals. 15 METROPOLITAN DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE DEPARTMENT SUITE 1603 MOM DADE FLAGLER BUILDING 110 WEST FLAGLEII STREET MIAMI, FLORIDA 30130.1503 (305) 375-2001 FAX (305) 376 -2900 Extensions of Acceptance may be considered after a new application has been filed and the supporting data, test reports no older than ten (10) years, have been re- evaluated. All reports of re- testing shall bear the seal, signature and date of an engineer registered in the State of Florida. 2. Any revision or change in the materials, use, or manufacture of the product or process shall automatically be cause for termination, unless prior approval is granted for revisions or change. 3. Any unsatisfactory performance of this product or process or a change in Code provisions shall be grounds for re- evaluation. 4. This acceptance shall not be used as an endorsement of any product for sales or advertising purposes. 5. The Notice of Acceptance number preceded by the words Dade County, Florida, and followed by the expiration date may be displayed in advetUtiing literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 6. Product approval drawings, where required for permit applications, shall be provided to the applicant by the manufacturer or his distributors unless otherwise noted in the Notice of Acceptance. The prints need not be re- scaled by an engineer. 7. Failure to comply with the Standard Conditions shall be cause for termination oldie Approval. Raul Rodriguez Product Control Supervisor AGE es0 Job kd'ess: 6 'd /ile :/d / Contractor Roo 1 r ri V APPENDIX 'E' Process No. METRO -DADE UNIFORM BUILDING PERMIT SECTION II BUILT -UP APPLICATIONS AND MODIFIED BITUMEN SYSTEMS Amended Agenda Item No 7 (R) Page No.59 GENERAL: 8,,,14-U he:cf s Type of Roof System Assembly to be Applied: 0 ve-t" L ASE 514 EET Manufacturer of Roof System Assembly: 17 t o t\\ 0 Product Control Approval Number: 95 : O L 2 . Oa- . System Number from Product Control Approval: D ec, 4Ty pet SySk■ 5- (Attoch a copy of the Roof System Assembly Product Control Approval and the Manufacturer's System Guide Specification. ) ( Note: If a minimum roof system is to be applied, describe all components within the system and list the manufacturer of each component. DO NOT complete this section if system is Product Control Approved. )- Bas,e_.Sheet: Fasteners: Ply Steet(5 ti Cap Sheet: Asphalt: ( Note: No insulation system is acceprobie under the minimum roof category. ) Built -Up Applications and ,Modified Bitumen Systems • Job Address: ,61D Recover Proposed Fastener: (Attach withdrawal resistance lest report. ) Has the deck been examined for moisture ?:• ( Provide dojo confirming compliance with Section 3401.9(c) . ) THE SYSTEM Complete the following for all Roof System Assemblies: ( Check one of the following ) If a recover, is the existing Roof System Assembly to be used as a bonding substrate ?: If YES, has an ASTM E907 test been carried out to confirm adhesion of the existing membrane to the substrate?: (If 'yes', attach AS7M E907 test report. ) Deck: ( Briefly describe ) Re -roof: insulation: ( Type, 3i?e and method of attachment, if applicable ) Base Sheet or Ply: ( Type and method of attachment ) / / Roo rInIG New Construction Process No. Amended Agenda Item No 7 (R) Page No.60 N All Roof System Assemblies in the Product Approval have a variety of options. Briefly describe the Roofing Components to be used in the Roof System Assembly and attach a copy of the manufacturer's published specification: MEW T 1 , 3/ r► 1 hi GIL -011111 . 11 1.110Nli &Less. gA 5 Nei r( KO) 1 ) : 4 6 , i 0 4 / 1440 j e)s G t4G✓ ) )1' f t 0. G, or? L4ps F7,1 Built lip Applications and i Bitumen Systems (----=---<?2°-"041e_rt-922_ecalejse-77/1°- • Job Address: l� Contractor / koOF 1 N& PIy Sheet(s): ( Type and method of attachment ) Top PIy: (Type and method of attachment) Surfacing: ( Type. if applicable ) Flashing Materials: (Type•and method of attachment) Built -Up Applications and Modified Bitumen Systems Ate. b0 NON E Process No. Amended Agenda Item No 7 (R) Page No.61 TAM PIy a. F, 3\ct ss 3 04.c. /..q 2L-I" w +In I-10T 7P{Z PISPIS1fi e" , wet ok■ (IA cfm Ire ( A Ivm,nuo - Roar Coa-}. 1< G,9 Ses-b FEE � GA. G ALS/. 5 ,. ► t�;1td 1A)14 I ` f9 INJ LS IV" o.c.. Jpb Address: 6t'6 eCjd/.S ACE 80 , Contractor Roq � � �� inches inches FI LL IN APPLICABLE ROOFING COMPONENTS MUCH MAKE UP ROOF SYSTEM ASSEMBLY AND THICKNESS INSUI.ATInN LAYER (S) OF DECK AND Roof System Assembly, (Where Roofing Component not used ' Y. fill in ssith "N /A'.) Op (CA ( n C W1 • Umsr�U 0". It .Q G n o- �e'\c - � �e Fastener .. _ T KLS �CG tr✓ -- �- s::- _•- ��- .____T� W�- -. • -- rte � r T� c Y Bax Sheet: TAr+c K D LAS$ Bonding \lalcnal: r•r• a...I.eJ Top Ply: Surfacing: Bonding Malenal: 4.112A TAMP P�� P ( t _ Fl -3i 55 Bonding Mfatgrial: H. rTA e Fastrncr: ...A •n.ca.IJ / p Lsuulati r. on Liyc -- =a- -- astrncr: r /4nJ.n« -..A •....a.I —'— Bonding Narcriil: Built I•p Applic3tinnt and ,llodi(id 1)'tunico Syticros Process No. Vv DECK: T»e: 4V Gage or Thickness Amended Agenda Item No 7 (R) Page No.62 — ! / vnRi urder. _x77_ Pnrncr: (1 .ph, ir7 Deniiry, if concrete Arci: BR Ire 120 • Job Address: ‘60 Sketch Roofing Components v.hich make up Roof S. nem Assembly at Perimeter Edge with Cna■el Stop or Drip Edge. Liven leaden indicating Roofing Components names, dimcruioru, thickncasa, cte. Include fastener npe and spacing used for ' ood• blocking. aruchmcnt. 3 , r 3 r, X Gravel Sto Fd Gage: a Futrncr II Spacing: I o c. ri)T r / " G►,1 Gage: Sketch Roofing Components u.hich make up Roof System Asaernbly at Perimeter Edge with Curen. Wan leaden indicating Roofing Component names, dimensions, thiekneues, tie. Include fu :ner type and spacing used for ... blc. king arucFment. Gunn T5pc: Gutter Gage: F ancner Spacing: /0/S>5 Contractor RooF IN) Cs Process No Ty tae.IlL Deck Type:()(� PERLNE ER DETAIL 4'): Gravel Stop or Drip Edge PFRL..fF.TER DETAIL i4: Gutter Detail Built IJp Application, Ind tllndiftcd Bitumen Systcml Amended Agenda Item No 7 (R) Page No.64 • - `tee l p_vietgR1 A lvm∎nuow% C o q+i As TAm Pty "Q 3 PIie3 Fiber3k 5.5 BAS E s N EET 120 �/ 11013 0 lob Address: t�Q /d& -d/ b oo N G. Contractor Process No. Coping Cap Gage: Fastener Spacing: _ o.c. Clip Tic: Clip Gage: • Deck Type: Sketch Roofing Componenu µhich make up Roof System Assembly at Pcrimcta Parapet Walla. Insert leaden indicating Roofing Component names. d imcruioru thicknesses Include Unmet type a'ipacing used for wood. g attachment. PERIMETER DETAIL I : Parapet Wall Detail Dcck ypc: vV 0 O PERIMETER DETAIL "2: Flashing Detail 3tt; G S Duilt•llp :Applic:Ilinnl and ?Mortified Bitumen Systcmi TIC T •41K Amended Agenda Item No 7 (R) Page No.63 Skctch Roofing Componrnu .hick make up Roof Syncm Assembly at Prirncta AI 1.3 to be Flashed tnsert Iealcn indicating Roofing Component namra. dimctuiora, thielu+esus, etc. Include (arena q -< and .pacing used for a. ood. blocking attachment. �?"y gc, T� � Gt �pt� eASE LAP ' SH e T Job Address: Contractor ROOF IN (' Process No. Sketch Roofing Componcnu .+hich make up Roof System Assembly at any 'other' Perimeter Condition which may catisit. Insert leaden indicating Roofing Component names, dimensions. s. thickcsso, etc, Include fastener type and spacing used for wood• blocking attachment. Sketch Roofing Componenu uNch mice up Rco( Syrtcm Assembly at any 'other' Prnrncta Condition hich may cairn Wert leaden indicating Roofing Component names, dimensions. thickcsscs, etc. Include fastener t)yc and spacing used for ...pod. blocking aruchmcnl PERLvMETER DETAIL 4'5: 'Other' Detail PERIMETER DETAIL °6: 'Oilier' Detail built -Ur Applicaliont and Mndificd Bitumen Systems Amended Agenda Item No 7 (R) Page No.65 Job Address: £)D/'Contractor Po d Process No. Insert Building and Parapet Heights. (If no Parapet exists, insert 1J /A ") Also insert applicable information pertaining to the building below. ( See ASCE 7 - 88 Fact Sheet Attacbgd ) Exposure Category: �j Classification Category: Al Hurricane Oceanlinel: Y N Basic Wind Spccd at Building Location: Building Condition based on % of Openings: 110 mph GROUND LEVEL feet 10 feet BUILDING INFORMATION #1 Built -Up Applications and Modified Bitumen Systems Page -8 l 0( S kJ (P Job Address: Contractor Sketch Roof Plan indicating all dimensions. any slopes, roof drains. crickets, or roof top equipment. Also insert variable labeled "a" which indicates perimeter and comer dimensions per Chapter 23 of the South Florida Building Code. ( See ASCE 7 -88 Fact Sheet Attached) TQkfim2 x - 4J, Ccpti. Et4,5C . i crpPt be- S-1a .CJ ' ^ - 9 e gASESreaT Hf ✓PPcr - i LA o DIAGRAM Froeek ovua- BUILDING INFORMATION #2: Roof Plan with Perimeter and Corner Dimensions Built -Up Applications and Modified Bitumen Systems Page -9 Process No. Amended Agenda Item No 7 (R) /IG c So Page No.68 Job Address: 4eS � ontractor Q pp FI NG Process No. •• FOR PLAN EXAMINER USE ONLY •• Jiool System Assembly Product Control Approved: 11 NO, note any deficiencies: ...Design Pressure Reoui►ements: Field: • psl Perimeter Areas: psl Corner Areas: psf Note any limitations: Reviewed Details ?: Y N Notes: Built llp Applirations and Modified Bitumen Systems Y N Job Ares 66 /0/ 5- Contractor: The undersigned certifies that the BU R System Assembly is in compliance with the plant, specifications, and details submitted by the MAN" STATE OF FLORIDA - COUNTY OF DADE Before me this day personally appeared who; being first duly sworn, deposes and says that all information submitted herein is true and correct. Licensed Contract / S ner Signature rn to and subscribed before me thi2 th day of My commission expires: 672 7/ Votary P u !M COMMISSION NO. C 7C4 State of FdoigfCOMMISSION EXP. JUNE 27,1999 Aceb o Roo t r.ge fluili IIh , \pplic Uinns r oil ,u\I ^dificd Ditumco S)stcros METRO DADE Tamko Roofing Products, Inc. 220 West Fourth Strcet P.O. Box 1404 Joplin, MO 64801 ACCEPTANCE NO.: 95- 0222.02 EXPIRES: PRODUCT CONTROL NOTICE OF ACCF.PTANC.F, Your application for Product Approval of Tamko Built-up Roof Systems under Chapter 8 of thc Metropolitan Dade County Code governing the use of Alternate Materials and types of Construction, and completely described in the plans, specifications and calculations as submitted by Factory Mutual Research Corporation, Construction Research Laboratory, Inc., Underwriters Laboratorics, Inc. and Soutlicrn Building Codc Congress International has been recommended for acceptance by the Building Codc Compliance Department to be used in Dade County, Florida under thc specific and standard conditions set forth herein. Thc approval shall be valid for a period of three ycars. The Building Codc Compliance Department reserves thc right to secure a product or material at any time for a jobsitc or manufacturer plant for quality control testing. If product or material fail to perform in tltc approved manner, the Code Compliance Departmcnt may rcvoke, modify or suspcnd thc use of such product or material immediately. The Building Codc Compliance Department reserves the right to rcquirc testing of this product or material should any amendments to thc South Florida Building Codc bc enacted affecting this product or material. Thc expense of such testing will bc incurrcd by thc Manufacturer. PRODUCT NO..: fEB 1 4 991 METflOPOLIIAII DADE COUNTY, FLORIDA ME11IO•DADE FLAGLER BUILDING (UIWIHG COUE COMPLIANCE DEPARTMENT SUITE 1600 METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 90100.1569 (305) 975.2901 FAX (305) 075.2908 Raul Rodriguez Product Control Division Supervisor • - PLEASE NOTE - TIIIS IS TIIE COVERSIIEET, SEE ADDITIONAL PACES FOR SPECIFIC AND GENERAL CONDITIONS. BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by thc Metropolitan Dadc County Building Codc Cotnpliance Department and approved by the Building Codc Con to be used in Dadc Co y y, Florida undcr the conditions sct forth above. APPROVED: FEB 2 4 1995 / 1 h - � P.G., Director Building Codc Compliance Department Metropolitan Dadc County Category: Sub - Category: Type: Sub -Type: Product Control Notice of Acceptance Roofing System Approval Roof Membrane Systems Built -Up Roofing Conventional Fiberglass/Organic 1(aul Rodriguez Applicant: Tamko Roofing Products, Inc. Product Control No.: 95-0222.02 220 West Fourth Street Approval Date: FEB 2 4 19Q1 P.O. Box 1404 FEB 1 4 1991 Joplin, MO 64801 Expiration Date: Tamko Roofing Products, a manufacturer of commercial built -up systems since 1944, produces a wide range of roof • products for built -up and modified bitumen roofing systems. In addition Tamko offers two ply modified systems to meet the demands for multi -ply SBS modified specifications. Tamko systems utilize organic and fiberglass membranes for approved systems. Built -up roof specifications can be found in thc 600 (ply IV) and 500 (ply VI) specification series. Specifications can be found in "Commercial Roofing Specifications and Details ", published by Tamko annually. Tamko provides warranted systems over various insulated and non- insulated substrates. Tamko built -up roof systems may bc used in conjunction with Tamko Awaplan modified bitumen, the specifications for which may be found in thc Tamko Awaplan Product Control Approval. Details shall bc installed in compliance with Tamko published or job approved details. The Tamko Roof System Assemblies have been extensively tested at Factory Mutual Research Corporation and Underwriters Laboratories and have been tested in compliance with all requirements of the South Florida Building Code. Specific classifications for assemblies arc listed in the current U.L. Rooting Material Directory and the current Factory Mutual Approval Guide. Tamko Roofing Products systems and products are distributed through a wide network of roofing wholesale distributors throughout the South Florida area. Technical questions should be addressed to the District Commercial Roofing Manager at I- 300 -228 -2656. Dodie Webster 220 West Fourth Street P.O. Box 1404 Joplin MO 64801 417 624 -6644 Ext. 237 Raul Rodriguez Product Dimensions Awaplan P Base -N1-Ply® Glass-Base Tani Glass PremiumT' Tam -CapT" Tam -Ply IVT" Type 43 Base Sheet Vapor-Chafl Versa Base Trade Names of Products Manufactured or Labeled by Applicant 33' I I" x 39 -3/8 "; ASTM D 4601 Roll weight: 100 Ibs 108' x 36 "; Roll weight: 72 Ibs.. 108' x 36 "; Roll weight: 72 Ibs. I80'-x 36 "; Roll %veight: 53 lbs.. 36' x 36 "; Roll weight: 83 Ibs.. ISO' x 36 "; Roll weight: 44 lbs.. 72' x 36 "; Roll weight: 85 lbs.. 36' x 36 "RoII weight: 86 lbs.. 54' x 36 "; Roll weight: 94 Ibs.. Test Specifications ASTM D 4601 ASTM D 4601 ASTM D 2178 Type VI ASTM D 22S ASTM D 4601 Type IV ASTM D 5147 Raul Rodriguez Product Control No.: 95- 0222.02 Product Description A 250 g /m polyester reinforced OS modified bitumen membrane surfaced iwth granules. Applied in hot asphalt or cold adhesive. Also used as a walkway material. A fiberglass rcinforccd SBS modified bitumen base sheet. for use in conventional and modified bitumen built -up roofting. An asphalt impregnated and coated glass fiber base shcct for use in conventional and modified bitumen built -up roofing. Type VI asphalt impregnated and coated glass fiber ply sheet for usc in conventional and modified bitumen built -up roofing. Asphalt impregnated and coated felt surfaced with mineral granules used as the top ply in conventional built -up roof membranes. Type IV asphalt impregnated glass felt for use in conventional and modified bitumen built -up roofing. ASTM D 2626 An organic felt reinforced asphalt base sheet. Applied in hot asphalt or mechanically listened. ASTM D 4601 An asphalt impregnated and coated glass fiber base sheet for usc in conventional and modified bitumen built -up roofing. A fiberglass reinforced modified bitumen basc /ply sheet. Versa Base FR Versa Flash 160 54'x36 ";Roll weight: 60 Ibs.. ASTM1 D 5147 A fiberglass reinforced modified bitumen base /ply sheet. ASTMI D 5147 Flashing material reinforced with I30 g /m= polyester mat saturated with asphalt and coated on both sides with Kraton SBS rubber modified asphalt; surfaced with ceramic granules for protection from ultraviolet degradation. Raul Rodriguez Product Control No.: 95- 0222.02 Trade Names of Products Manufactured by Others Product Product Dimensions Test Specifications Description Hy -Therm tN1illox various PA 110 Polyisocyanuratc foam insulation. Pyrox various PA 110 Polyisocyanuratc foam insulation ACFoam -11 various PA 110 Polyisocyanuratc foam insulation. Hy -Tec Blackore various PA 110 Polysiocyanurate foam insulation. Hy-Therm AP various PA 110 Polyisocyanuratc foam insulation Hy-Therm' Nail -Line various PA 110 Polyisocyanuratc foam insulation Anchorbond Fastener PA 114 Insulation fastening assembly Dekfast Fastener PA 114 Insulation fastening assembly !so-Shield PA 110 Polyisocyanuratc foam insulation. FM -90, FM -60, FM -45 PA 114 Base ply fastening assembly. 20 F- AF Emulsion ASTM D 1227 Fibrated aluminum coating. Fibcrcd Aluminum ASTM D 2524 Fibrated aluminum Roof Coating coating. C aul Rodriguez Product Control No.: 95- 0222.02 Manufacturer Apache Products Co. Apache Products Co. Atlas Energy Products Cclotex Corp. Cclotex Corp. Cclotex Corp. Construction Fastcncrs Construction Fasteners Dyplast, Inc. ES Products, Inc. Grundy Grundy Endure- Premium Aluminum Premium Long Life Pro -Grade Aluminum Weather -Chck Aluminum E'NRG¥'2 ISORoc Nail -Tite Type R Fastener Con -Tite Fastener Olympic Base Ply Fasteners Olympic Fastener GlasFast Fastener Glasfast Striker Fastener Paroc Foamglas Board Multi -Max various various various various various ASTM D 2324 Aluminum coating. ASTM D 4479 ASTM D 2824 ASTM D 2824 PA 110 PA 110 PA 114 PA 114 PA 114 PA 114 PA 114 PA 114 PA 110 PA 110 PA 110 Roof coating. Aluminum coating. Aluminum coating. Polyisocyanurate foam insulation. Polyisocyanurate foam insulation. Base ply fastening assembly. Insulation fastening system Base ply fastening assembly. Insulation fastening assembly Insulation fastening assembly Insulation fastening system Non woven fiberglass mat insulation. Polyisocyanurate foam insulation. Polyisocyanurate foam insulation. taut Rodriguez Product Control No.: 95- 0222.02 • Monsey Products Ivlonscy Products ' Monsey Products Monsey Products NRG Barriers, Inc. NRG Barriers. Inc. Nail -Tice Olympic Manufacturing Group Olympic • Manufacturing Group Olympic Manufacturing Group Owens Corning Owens Corning Partck, Inc. Pittsburgh Corning Corp. RMA X Henry 520 Aluminum ASTM D 2524 Aluminum coating. Henry Co. Gripdek Fastener PA 114 Insulation fastening ITW Buildex assembly Hexcel Fastener PA 114 Insulation fastening ITW Buildex assembly Hcxtra Fastener PA 114 Insulation fastening ITW Buildex assembly Roofgrip Fastener PA 114 Insulation fastening ITW Buildex assembly ISO 95+ various PA 110 Polyisocyanurate foam International Permalite insulation Iso -Lice R various PA 110 Polyisocyanurate foam International Permalite insulation. Lexsuco Clips w/ PA 114 Insulation fastening International Pcrmalitc Discs assembly. Pcrma- Fastener PA 114 Insulation fastening International Pcrmalite assembly. Karnak No. S I Proprietary Cold Applied Adhesive Karnak Chemical Co. Karnak No. 97 AF ASTM D 2324 Fibrated aluminum roof coating. Asbestos Fibered ASTM D 1227 Based emulsified roof Asphalt Emulsion coating. Asphalt Emulsion ASTM D 1227 Based emulsified roof (Fibered) coating. Emulsion Roof ASTM 1227 13ascd emulsified roof Coating-Fibered coating. Endure Emulsion ASTM D 1227 Mastic Roof coating. Raul Rodriguez Product Control No.: 95 - 0222.02 Karnak Chemical Corporation Monscy Products Monscy Products Monscy Products Monscy Products lnsulfixx Fastener Plate Fixx Fastener Ultra Gard Gold Rawl Drive Fastener Rawl Spike Fastener Rawlite Fastener Zamac® Nailin Tru -Fast Fastener Asphalt Fibcrcd Asphalt Emulsion Fiberglas various I•Iigh Density Wood various Fiberboard Nails PA 114 PA 114 Perlitc PA 110 Insulation fastening assembly Insulation fastening assembly PA 110 Polyisocyanurate foam insulation Product Control No.: 95- 0222.02 SFS /Stadler SFS/Stadler Schuller International, • Inc. PA 114 Insulation fastening The Rawlplug assembly. Company, Inc. PA 114 Insulation fastening The Rawlplug assembly Company, Inc. PA 114 Insulation fastening system The Rawlplug Company, Inc. PA 114 Perimeter terminator. The Rawlplug • Company, Inc. PA 114 Insulation fastening Tru -Fast assembly ASTM D 312 Bonding and waterproofing generic Type 111, Type II, adhesive. respectively ASTM D 1227 Roof coating. gcncric PA 110 Fiber glass roof insulation gcncric PA 110 Wood fiberboard generic insulation. PA 114 Min. !; 12 corrosion gcncric resistant annular ring shank nails, FF -N -105 -B Type 2. Perlitc insulation board gcncric (7z1 Raul Rodriguez Tin Caps min. 32 ga. x 1 5/8" - 0 " Min. 32 ga. x 15/3" corrosion resistant circular discs. generic Raul Rodriguez Product Control No.: 95- 0222.02 Type X Gypsum various PA 110 Gypsum barrier board. generic Test Agency Construction Research Laboratory, Inc. Factory Mutual Research Corporation Southern Building Code Congress International • Tamko Letter Underwriters Laboratories, Inc. Test Identifier # 4766 J.I. K 0Q8A7.AM J.I. # I K2A9.AM J.I. OFOA7.AM J.I. IXIA5.AM J.I. 2T0A2.AM 1.1. h 0R9A6.AM cE3313 R3225 R3325-I to 13 Test Reports Test Name /Report Uplift Approval Class I Fire; 1 -90 Windstorm Classification Class I Fire; 1 -90 Windstorm Classification Class I Fire, Wind Uplift, Hail Approval Wind Uplift and Fire Classification Wind Uplift and Fire Classification Wind Uplift.and Fire Classification Class I Fire; 1 -90 Windstorm Classification Certified Physical Property Data Raul Rodriguez Fire Classification -- sec current dircctory Wind Uplift resistance Product Control No.: 95- 0222.02 Date 04.22.87 10.04.90 11.27.85 07.08.81 07.19.93 01.21.91 01.02.90 03.10.83 07.13.31 12.13.93 02.17.94 Insulation Types: Fibrous glass Perlite Fiberboard Rockwool Polyisocyanurate Composite Board Maximum Design Pressure Material Design Pressure Wood -55 psf Steel -50 psf Concrete -80 psf Lightweight Concrete -45 psf Cementitious Wood Fiber -45 psf Poured Gypsum -45 psf Maximum Fire Classification Material Classification Wood Class 'A' Steel Class 'A' Concrete Class 'A' Lightweight Concrete Class 'A' Cementitious Wood Fiber Class 'A' Poured Gypsum Class 'A' Product Control No.: 95- 0222.02 Note: Fire classifications and maximum design pressures do not reference all assemblies over all deck hypes. Review system listings for design pressures and the Underwriters Laboratories Roofing Materials Directory for Fire Classifications. Raul Rodriguez. I0 7 ,/' Deck Type 1: Wood, Non - insulated Deck Description: 19 / 32 " or greater plywood or wood plank decks System Type E: Base Sheet mechanically attached. All General and System Limitations apply. Base Sheet: Ply Sheet: Cap Sheet: Type 43 coated, Base -N -Ply ®, Vapor Chan or Glass- BaseT" base sheet applied to the deck with approved annular ring shank nails and tin caps at a fastener spacing of 12" o.c. at the lap, IS" o.c. in two rows staggered along the center line of the sheet in the field. Two or three plies of Tam -Glass Premium® or Tam -Ply IV ply sheet adhered in a full mopping of approved asphalt at an application rate of 25 lbs. /sq. ± 15 %. (Optional) One ply of Tam -Cap® adhered in a full mopping of approved asphalt at an application rate of 25 lbs. /sq. ± 15 %. (See Tamko application instructions for approved method of installation). Surfacing: (Required if no cap sheet is used) Install one of the following: 1. 1 -1'/•- gallons fibered aluminum coating per square, 3 gallons emulsion roof coating per square, or asphalt surface at an application rate of 20 -25 lbs. /sq.. Coatings shall be applied according to the — manufacturers' recommendations regarding specific application rates and weathering. Maximum Design Pressure: -55 psf. Maximum Fire Classification: 'A'. Sec General Limitation # 2. Maximum Slope: 3 ":12 "; See General Limitation # 3. Specification No.: 512, 514, 516, 612, 614, 616 2. Flood coat with an application rate of 60 lbs. /sq.; plus gravel or slag with an application rate of 400 or 300 lbs. /sq. respectively. Raul Rodriguez. 23 Product Control No.: 95 - 0222.02 Product Control No.: 95- 0222.02 Wood Deck System Limitations: I. A red rosin sheet may be installed on all wood plank decks to eliminate asphalt seepage ancj bonding of base sheet to plank and deck. Red rosin sheet may also be installed on plywood decks as an option.. Cap nails shall not be used for the mechanical attachment cola base sheet. Tin caps are required by the South Florida Building Code . 3. Non - combustible systems approved by Underwriters Laboratories may be installed on combustible decks while maintaining the same fire rating over a minimum %" Type X Gypsum board mechanically fastened to the deck. Raul Rodriguez. /q Product Control No.: 95 0222.02 General Limitations: Note: All General Limitations shall apply to the systems approved in this document. 1. All asphalt shall comply with ASTM D 312 type III or type IV requirements. All proposed asphalt producers must be approved by the applicant. Fire ratings are determined by a combination of slope, deck type aid assembly. Refer to current Underwriters Roofing Materials Directory or other fire testing data listed in the testing file. Fire ratings shall be in compliance with Sections 3401.5 and 3401.6 of the South Florida Building Code. 3. Maximum slope range shall vary for each system; consult current Underwirters Laboratories Roofing Materials Directory and Tamko specifications for compliance with design criteria for each project. Refer to the coal tar pitch manufacturers Product Control Approval for slope limitations on these systems. 4. An overlay /recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet may be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. Asphalt application of either system shall be at a minimum rate of 12 lbs. /sq.. Notc maximum design pressure restrictions on spot attached systems. 5. Any amendments to these provisions shall be in compliance with Sections 203 and 204 of the South Florida Building Code. 6. All work shall be performed by a Dade County licensed roofing contractor. Contractor shall be familiar with the details and specifications published by the manufacturer. 7. In re- roofing applications, moisture content in an existing built -up roof must be in compliance with Section 3401.9(c) of the South Florida Building Code. S. Prior to application, all existing roof surfaces used as a bonding substrate shall be tested for uplift resistance in compliance with Dade County Protocol PA 124 to the calculated design pressure of the roof deck. 9. If required, any Factory Mutual Approved vapor barrier in conjunction with proprietary or approved adhesives may be used prior to the application of the insulation layer. 10. Perimeter and corner areas shall have an increase in fastener density for both insulation and base sheet in compliance with Dade County Protocol PA 117. Raul Rodriguez. . 85 12. Raul Rodriguez. / 86 Product Control No.: 95 0222.02 1I. All perimeter and nailer metal profile design shall conform with Dade County Protocol PA 1 1 1 of the South Florida Building Code. Flashings shall be installed according to the manufacturers standard details, and may be applied in cold application adhesive, hot asphalt or may be an approved torch applied modified bitumen membrane. Specific details, approved by the manufacturer, shall be submitted with the Section If Permit Application. 13. Tamko roll good materials shall be stored on end and on a clean, flat and dry surface. I4. Consult Current Underwriters Laboratories Directory for the required coating for each roofing assembly. The assembly shall be installed in strict compliance with Chapter 3401.5 and 3401.6 of the South Florida Building Code for maximum fire classification. I5. Asphalt moppings shall be with asphalt approved by the applicant and shall be approved in compliance with equiviscious temperature (EVT) methods of asphalt determination. Asphalt containers or bulk tickets shall indicate an EVT, finished blowing temperature (FBT) and flash point. Asphalt types and temperature ranges shall be in compliance with Subsection 3403.4(a)(3) of the South Florida Building Code. 16. Insulation may be installed in multiple layers. First layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt at an application rate of 25 lbs/sq. t 15% or mechanically attached using the fastening pattern of the top layer. Refer to manufacturer's literature and /or the NI/CA !tooling and Waterproofing Manual for correct applicaiton procedures of insulation panels in hot asphalt or adhesive. 17. Pre- assembled cap nails may only be used for termination of fully bonded surfaces such as mechanical termination at wood blocking. head and sidc laps, and base flashing terminations. Cap nails shall not bc used for the mechanical attachment of a base sheet. Tin caps are required by the South Florida Building Code. 18. The submission of system specifications and details shall accompany the Section II Building Permit Application. This information is available in the publications listed in the "System Description" on page 2 of the Product Control Approval. The submission of these documents, as well as the proper application, installation of all materials shall bc the sole responsibility of the contractor. 19. No insulation panel shall bc larger than 4' x 4' when bonded to the substrate in hot asphalt 20. Non - combustible systems approved by Underwriters Laboratories may be installed on combustible decks while maintaining the same lire rating over a minimum 'V:" Type X Gypsum board mechanically fastened to the deck. NOTICE OF ACCEPTANCE: STANDARD CONDITIONS Extensions of Acceptance may be considered after a new application has been filed and the supporting data, test reports no older than ten (10) years, have been re- evaluated. All reports of re- testing shall bear the seal, signature and date of an engineer registered in the State of Florida. 2. Any revision or change in the materials, use, or manufacture of the product or 'process shall automatically be cause for termination, unless prior approval is granted for revisions or change. 3. Any unsatisfactory performance of this product or process or a change in Code provisions shall be grounds for re- evaluation. 4. This acceptance shall not be used as an endorsement of any product for sales or advertising purposes. 5. The Notice of Acceptance number preceded by the words Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 6. Product approval drawings, where required. for permit applications, shall be provided to the applicant by the manufacturer or his distributors unless otherwise noted in the Notice of Acceptance. The prints need not be re- sealed by an engineer. 7. Failure to comply with the Standard Conditions shall be cause for termination of the Approval. This Product Control Approval superccdes Approval U94- 0323.45. /- v L . Raul Rodriguez Product Control Division Supervisor NAILABLE DECKS (WOOD) 516 Tam-Glass Premium 616 Tam -Ply IV (REGIONS 1, 2, & 3) TOAT TAMKO FIBERGLASS PLY SHEET Material Requirements TAMKO TYPE 43 Coated Base Sheet or BASE -N -PLY Base Sheet 1 Ply TAMKO FIBERGLASS PLY SHEETS (Options Below) 516 TAM -GLASS PREMIUM 616 TAM -PLY IV Interply Asphalt (Per 100 sq. ft.) Surface Coat: (Per 100 sq. ft.) (1) Fibered Aluminum Coating (2) Emulsion Coaling (3) Asphalt Surface Systems Guarantee Durations ASPHALT INTERPLY MOPPINGS WOOD DECK TAMKO BASE SHEET— NAILED 3 Plies Approx. 69 lbs. 1 -1/2 to 2 gals. 3 gals. 20 to 25 lbs. Clinch -type nails (Per 100 sq. It.) -_ - --- Approx. 100 Nails Slope: Positive drainage up to 1 tn. per linear It. For slopes above 1 in. per linear ft., fas- tening oI the tooling Iclts s tequucd (we section 9.0). Deck: I he deck should co llo'in to'1AMKO general requirements (see Section 4.0). Asphalt TM: .r,plll.11l should I.. ecitilted by the manufacturer to nicer ASTM D -312, Type 11 for slopes up to 1/2 in. (except in FL, TX, NM, AZ, CA) and Type 111 for slopes up to 1 in. (see Section 11.0). TYPE 43 Coated Base Sheet or BASE -N -PLY Base Sheet: Starting at the low point of the roof, install 1 ply of TAMKO TYPE 43 Coated Base Sheet or BASE -N -PLY, side lapped 2 in. and end lapped 4 in. :Apply at a right angle to the slope of the roof. Nail the sheet along the lap at intervals of no more than 9 in. Stagger -nail on 18 in. centers along 2 lines located 12 in. from each edge of the hasc sheet (see Section 10.0). Fiberglass Ply Sheets: Over the base ply, install 3 plies of TAMKO TAM -GLASS PRE- MIUM or LAM •PLY IV FJenglss Ply Sheet in specification asphalt. Starting from the low point of the Fool, apply a 12 in width. then a 24 in. width, and follow with full 36 in. widths, shingle laslmon, lapping each ply 24 - 1/4 in. ua such a manner so that at least 3 plies oI ply sheet covet the base ply at any point Approximately 23 lbs. (.15%) of specification asphalt per 100 sq. It should he used to ended each ply (see Section 8.0). Surface Coat: Coat the enure roof surface with Fibered Aluminum Roof Coating at a rate of I -I/2 to 2 gals. per 100 sq It , or Emulsion Roof Coating at a rate of not less than 3 gals. per 100 sq. It., or a surface grade hot asphalt using a minimum of 20 lbs. and a maximum of 25 lbs. per 100 sq. ft. Maintenance of the surface coating is required. (See Sections 12.0, 13.0 and 31.0.) Flashing: The flashing material must be a TAMKO polyester reinforced modified asphalt flashing material (see Section 30.0). U.L. Requirements: Contact TAMKO for information on U.L. systems requirements. se 4.0 ROOF' DECK REQUIREMENTS 4.1 GENERAL Rout Drainage — Proper and aalequ:ue drainage of tool surlaces is mead, and a uunuuutn dupe 01 1/4 in. per It is recommended by the Built -lip Roofing Gununuter of the Asphalt Rooting Manufacturers Assucianon I'osmve drainage Is required and is the responsibility of those involved in the design and construction of the roof deck and supporting structure. TAMKO's definition of "inadequate drainage" refers to an area on a roof in which water does not move to the drains or off the edge of the roof. If standing water remains on the roof for more than 4H hours alter a rain, the roof is consid- ered to have ,eras of inadequate drainage. Questions el leerning drainage on specdue roots should be directed to a TAM KO Regional Built -Up Rooting Manager or the Technical Services Division in Joplin, Missouri. GUARANTEES WILL NOT REMAIN IN EFFECT FOR ANY AREAS OF A ROOF WHICH HAVE INADEQUATE DRAINAGE. Rout Decks— Responsshduy Mr the roof deck design and the proper interrela- tionship of .dl building components rests with the :t■bacco, design eitgmeet, and building owner The density, internal moisture, integrity. and oihri inherent elements I thin let k lined be sun.ihle. IAMKI t is to no ..a irs lor, ul these Luewrs, and wider no eu'cum SI nLes will .1AMKO :u,uine such responsibility. All tool decks tieglidless of type) must be smooth, uotstut• nee, dot Iree, pnipelly :utactied, impel!) constructed, and 1)101ke11y designed fur anticipated loads with nuninnun deflection. No electrical conduits, bolts, or other similar equipment shall be placed on the surface of the roof deck. Such surface irregularities cannot be properly insulated and roofed. 4.2 WOOD DECKS All boards should have a hearing on rakers at each end and should he securely nailed. A deck is not satisfactory 11 boards deflect perceptibly under an average man's weight. Cracks wader than 1/4 in. and knotholes larger than 3/8 In. in diam- eter mush tv covered with metal that IN securely nailed Plywood decks roust he a minimum of Grade CD, Exposure I, as defined by the r \nteri.an Plywood Association (AI': \1. The plywood should have a minimum olio Icnr s•..d I/.! in and be installed out tali r. spaced not to ex, red 2•1 tit on ranter Plywood application shoufcl be in accordance with the general recommendations 01 the AI'A Wood :Ind plywood decks must cure and come to an equilibrium moisture content before installation of the roofing membrane. Unusually high or low moisture content at the tune of membrane application may result in buckling or other dimensional changes in the hoards Fastening of the FAMKO i Yi'F 4 i Coated Rise Sheet, GI A"- BASE, ur RASE- N -11.Y base sheet to the wood deck should he done through Ilat metal caps or with acceptable nails having attached caps of a minimum of 1 in. in diameter. TAMKO [awning recommendations: are covered in Section I0.0. Nonvencer wood panels are not acceptable decks tor'lAMKO Commercial Roofing Systems. Nonveneer products Include walerboard, chipboard, oriented Strandhoard, and particleboard. 4.3 POURED GYPSUM DECKS A poured gypsum 1001 deck that a ether surtace-wct or Iiu_eu is not s Wtable 1 ■ receive 1 TAMKO Foul. The deck must be smooth and well troweled Provisions must be made htr venting ul these decks hunt the underside and topside. Adding additional board insuLuton dtrectty over newly poured gypsum decks a not accept- able. Adding additional insulation over aged, dry gypsum decks is acceptable only with prior written approval by the TAMKO District Commercial Manager for your :ilea. The gypsum must be a minimum of 2 m. thick and surface -dry before rooting is applied. TAMKO will not be responsible for leaks resulting from splits in the built -up roofing which are caused by cracking of the gypsum deck after the roofing has been applied, regardless of the cause for cracking. VAPOR -CHAN should be secured to the deck using ES Nailtite Nail or other approved fastener with initial withdrawal resistance of not less than 40 lbs. per fastener as recommended by the Gypsum Roof Deck Association. TAMKO fastening recommendations are covered in Section 10.0. For reroofing exceptions, contact the Director of Technical Services or your District Commercial Manager. 4.4 LIGHTWEIGHT (INSULATING) CONCRETE DECKS The high moisture content of lightweight (insulating) concrete decks may result in blistering and damage to the roofing membrane. These decks are accept- able for specific roofing systems when care is taken in the construction of the deck and in the application of the roofing system. The deck must have a 2 in. minimum thickness. The slope of the deck may not exceed 1 in. per ft. The cured deck should be smooth to the touch and free of depressions, ridging, and any 10 exposed reinforcing mesh The deck should be installed by a contractor who is approved by the desk m,untta,hner The deck must be installed in accordance with the deck manufacturer s recommendations and specifications and the deck installer shall pronde certification to the r.xofrng contractor that the deck is suitable 10 receive the roofing system l.tghr■etght structural concrete whose density is 100 to 200 lbs. per cu It should not be ,,.roused with lightweight insulating concrete whose density is 20 to ;.t li , 1, t , L. It Provisions must be made Ior 5ehw : :..t u., Irons the underside and topside. Underside venting will he .,,,vi4 ,.• :... :.,.... ... ue,l :, Is.,nt_rd structural steel decking which allows ventilation lion: The base ply should be fastened usu u; L,,u, i., : • ., :... manufacturer. VAPOR -CHAN is requited as u.; t .,. , i.. with TAMKO's recommendations (see Section I.' ,' .:.: . _... _ .. .:4 insulation directly over these decks is not acceptable 1 ,•: ;, _ contact the Director of Technical Services. TAMKO will not be responsible for roof leaks which rest.; splitting when applied over lightweight (insulating) concrete ..r.c: moved or cracked after the membrane has been applied. Inlomt.t :, :. ,. • : _rn._ 6 the use of lightweight (insulating) concrete decks is available through tic Director ill tt finical lervtces. TAMKO will not approve nor accept TAMKO membranes over lightweight (insulating) concrete which is poured over structural concrete decking or any other nonvenung substrate. For possible exceptions on nonventilating substrates (NVS) in some geographic locations, contact the TAMKO District Commercial Manager serving your area or the Director of Technical Services. 4.5 METAL DECKS Any of the TAMKO specifications for use over insulation may be applied over a metal deck, providing the metal deck is covered with rigid insulation. TAMKO supports the NRCA's Technical Bulletin 15 -91, Corrosion Protection for New Steel Roof Decks. Please contact Technical Services for further information regarding this technical bulletin. The metal deck must be firm, capable of withstanding rooftop traffic, and properly secured to the builcling's structural support system. The deck must be no lighter than 22 ga. (uncoated) and must comply with Factory Mutual Loss Prevention Data 1 -28. The insulation must comply with TAMKO's requirements for roof insulation (see Section n 0) The insulation must be of a suitable thickness to span the rib opening as recommended by the insulation manufacturer. TAMKO requires that the first layer of insulation be mechanically fastened. Since 1 - 1 - 84, Factory Mutual has required that the fast layer of insulation must be mechanically fastened to the steel deck. 4.6 POURED CONCRETE DECKS Concrete must be poured over steel reinforcement and removable forms. A concrete deck will not be considered satisfactory if it is either wet or frozen. Any sharp ridges or depressions should be hammered smooth and leveled. Perimeter nailers must he provided. All word cant strips used in conjunction with concrete root decks must be mechanically attached to the wood nailers. • All concrete decks must be primed with concrete primer at the rate of 3/4 gal. per 100 sq. ft. and insulated prior to the application of TAMKO roofing materi- als. For possible exceptions, contact the Director of Technical Services. 4.7 PRECAST CONCRETE DECKS These decks are satisfactory as a base to receive a TAMKO roof only if they form a smooth surface and are insulated. Top joints between slabs should be grouted. Precast concrete decks must be primed with concrete primer at the rate of 3/4 gal. per 100 sq. ft. and insulated prior to the application of TAMKO roofing materials. For specifications which do not require insulation, see Specifications 1 1 SFR, 1 11, and 11 311W. 4.8 STRUCTURAL WOOD FIBER ROOF DECKS Structural wood fiber roof deck panels which incorporate composite elements (e.g., polyurethane or other insulations, particleboard or chipboard) are not approved for use in TAMKO approved roofing systems. TAMKO roofing system guarantees will not be issued on these deck systems. Questions regarding these decks and requirements should be directed to the Director of Technical Services. The approval of structural wood fiber roof deck systems is subject to the following conditions: New construction: 1. A TAMKO TYPE 43 Coated Base Sheet or BASE -N -PLY must be mechanically fastened, followed by a 3/4 in minimum layer of rigid insulation board (applied at a right angle to the panel length) solidly mopped to the base sheet. Alternately, a 3/4 in minimum layer of rigid insulation may be mechanically fastened to the structural wood fiber roof deck. 2. Only 4 -ply, gravel - surfaced fiberglass BUR, and modified systems are accept- able to receive a TAMKO roofing system guarantee. 1 DUCT All masonry and metal ,unlaces which are to receive a m; slum) of .nph.11l ,h,itiId be printed lust with coniiete pruner Lit a rue 01 approximately 1/4 gal per 100 sq It. All plies of rooting met iliaie should continence ;u the It p • . Apphcauun Will nut be .tcCepted I I at .tny putt the Iluw ul water Is laps The bats pl in all 5pe(IhCauons should not he allowed 10 rc11l.■ut Open wtihtut s litter 11,11. Phased application of TAMKO commercial roofing materi- als is not acceptable. For possible exceptions with muddied routing systems, contact the Technical Scn'ICCS Division All melts and coated rolls, including A \VAPIAN VERSA -S■t 1OTI 1 :std \'ERSA- BASE', should be rolled and broomed in place immediately behind the mop and firmly embedded Into the hot mopping Car& should be exercised to avoid heavy bruoming 01 fiberglass ply sheets. Sheets should not be "dropped" or nailed and turned hack. End laps Should not he less than 4 in Excessive Ir:dhc on any roof a discouraged. 8.2 HOT ASPHALT APPLIED POLYESTER SBS MODIFIERS This section applies to die lollo,Ilm } ; I': \MKO products AWAPLAN PREMIUNI, AWAPLAN PREMIUM FR, AWAPLAN VERSA- SMOOTII, AWAPLAN 170 FR, or AWAPLAN 170. Interply mopping, of .asphalt Should (011511 u1 apprtSInmaiCt) ! t lbs )i 15%) per 5yuarc tor AWAI'IAN PREMIUNI, AWAPLAN PRENII),INI FR, AWAPLAN VL.R A -SMt 11 )111. A\VAI'IAN 1 70 FR or AWAI'IAN I /O 'I he .uplLdt 111051 he a Inuulnwn tit •101) 1 at the 1101111 tit appllia11011 AS N1 '1 ypc III or IV :asphalt should he used lot .tppli.uron 01 AWAPLAN I'RI :MIUM, A \VAI'lAN I'RENIIUM FR, AWAPLAN VERSA- SMOOTH, AWAPLAN 170 FR, or A\\'APLAN 170. Excessive interply toppings should he avoided as slippage may result. Side laps 01 the A\1'Al'lAN I'RENIILINI, AV'AL'IAN PRENIILJNI FR, A \\4\t'L\N VERSA- SNIO(YTI I A \V.\I'IAN 170 111, or A \1': \I'IAN 170 membrane Should he 4 In. (consistent with the factory selvedge). The entire sheet, including the side lap, must be totally adhered in asphalt with no void areas. A small amount of asphalt protruding from the side lap is acceptable and assists in the Inspection when detemuning proper application. Care should be taken to avoid excessive amounts of asphalt at the lap. All exposed asphalt in excess of 1/4 in width should be coveted with granules. Alternately, mopping the held of the membrane and heat welding the laps is an acceptable method of installation End laps ()I the ANNAPIAN PREMIUM, ANNAPIAN PREMIUNI FR, AWAPLAN VERSA- SMO(.)'ll I, AWAPLAN 170 FR, or AWAPLAN 170 membrane should overlap the underlying sheet by a minimum of h tn. The protrusion of asphalt Iron' the end Lap is acceptable and provides a checkpoint fur the proper applica- tion of the material. All end laps should he staggered or a modelled cap sheet installed over each row of end laps. Factory Splices: On rolls of AWAPLAN PREMIUM, AWAPLAN PREMIUM FR, AWAPLAN VERSA - SMOOTH, AWAPLAN 170 FR, or A \VAPIAN 170 where a splice exists, the splice is marked with a tag. This splice should be cut out before the roll is applied w the roof Where the splice has been removed, the material should be lapped h in. in the s:nnr Cashion as a normal end lap. An alter- nate method is to cover the splice with a Lull -width piece of AWAPIAN which extends at least h in. on both sides oI the spice. 8.3 TORCH APPLIED POLYESTER SBS MODIFIERS This section applies to the tutlowtng TAMKO products' AWAPLAN HEAT WELDING or AWAPLAN VERSA - SMOOTH. I teat welding (also known as torching) ieyuur5 that the :t spheric be experienced in this type of application. Certifications are available through vanous industry organizations. For further information contact TAMKO. Fire extinguishers should be on the roof at all times. The torch should he used to warm up the surface to which the AWAPLAN HEAT WELDING or AWAPLAN VERSA SMOOTH is being applied, preheat pinions of the rule which cue abort to he applied, :mil melt the modified asphalt on the back tit the sheet which will be used to aclhere the membrane. The area of the roll where the n asphalt IS hung milted IS the most critical. It must be heated evenly across the enure width of the sheet which is being heat welded. During normal application, a small bead of asphalt should precede the roll as it is laid down. This head of asphalt will be visible to the applicator and should 1Iow out on both sides of the sheet. Safety is of major importance when heat welding modified bitumens. It is the sole responsibility of the rooting applicator to enforce fire safety precautions and w ensure safety at all times. Torches should he extinguished when not in use and should not be left unattended. There should be a sufficient number of tire extin- guishers on the rout to handle :ray contingency which might develop. The roofing applicators should be named in the propel LISC of Ire extinguishers. 11 you need more information regarding the safe :mplicaiion of modified bitumens, contact the Asphalt Rooting Manufacturers Association (ARMA) for their booklet regarding heat welding of modified bitumens titled Torch Applied Roofing Do's and Don'ts or their video, A Guitic to .ulcty Torch -On Mndilicd Bitumen. Factory Splices: On rolls of AWAPLAN HEAT WELDING or AWAI'LAN VERSA - SMOOTH where a splice exists, the splice is marked with a lag. This splice should be cut out before the roll is applied to the roof. Where the splice 12 has been removed, the material should be lapped ti in. in the same fashion as a normal end lap An alternate method Is to cover the splice with a full - width piece of AWAPLAN which extends at least b In. on both sides of the splice. Further inlormauun concerning the proper application of AWAPLAN HEAT WELDING or AWAPLAN VERSA - SMOOTH may be obtained by contacting the Director of Technical Services. AWAPLAN PREMIUM FR, VERSA -CAP FR, AWAPLAN 170 FR, and AWAPLAN 170 are currently not available in a heat - welding grade. 8.4 COLD PROCESS APPLIED POLYESTER SBS MODIFIERS This section applies to the following TAMKO products: AWAPLAN PRE - NIIUM and AWAI'IAN 170 Contact the Director of Technical Services for additional cold profess membrane options. Starting at the low point of the roof, install 1 ply of the granule surfaced membrane, side lapped 4 in. and end lapped 6 in. over the base sheet. The field of the membrane should Ix solidly adhered to the base sheet with an application of TAM-PRO''' CIA Premium SITS Adhesive at a rate not to exceed 1 -1/2 gallons per square. :Ind the side laps and the end laps welded together with a hot air welder. CAUTION: Do not expose the cold adhesive to an open flame. 8.5 HOT ASPHALT APPLIED FIBERGLASS SBS MODIFIED ' Ibis S'CiLOL) applies lit the lulluwutg TAMKO pruduc• VERSA -CAP FR,- Interply moppings of asphalt will consist of approximately 23 lbs. (±1596)'per square for VERSA -CAP FR. The asphalt must be a minimum of 400 °F at the,point of application. Asphalt meeting AS TM D -312 Type IV should be used for aQpli- catton of VERSA-CAP FR. side laps oldie VERSA-CAP FR membrane should be 3 in. (consistent with the Ltetoty selvedge) The enure sheet, including the side lap, must be totally adhered in hot asphalt with no void areas. A small amount of asphalt protruding from the side lap is acceptable and assists in the inspection when determining proper application. Care should be taken to avoid excessive amounts of asphalt at the lap. All exposed asphalt in excess of 1/4 in. width should be covered with granules. End laps of the VERSA -GNI' FR membrane should overlap the underlying sheet i)y a minimum of 4 in. The protrusion of asphalt from the end lap is acceptable and provides a checkpoint for the proper application of die material. All end laps should be staggered or a modified cap sheet installed over each row of end laps. VERSA -CAP FR should not be applied with asphalt which is below 400°F at the point ul application. Do not mop the asphalt more than 4 ft. in front of the roll. Immediately press the roll into the hot asphalt by applying pressure to the factory core in the roll. To ensure satisfactory performance, the VERSA -CAP FR can be unrolled and allowed to relax prior to application. Alternately, VEPSA -CAP FR can be unrolled, cut into lengths of 12 to 18 ft. and allowed to relax and flatten prior to application. 8.6 BUILT -UP ROOFING Interply toppings of asphalt should consist of approximately 23 lbs. (115%) per 100 sq. ft. of roof area. Excessive interply moppings should be avoided as slippage may result. Allow time for the asphalt to set up before walking on completed plies of glass felts. Displacement is inversely proportional to the set time. The flood coin should be uniformly applied al the rate of approximately 60 lbs. (±15 %) per 100 sq. It. of roof area. Recommendations for weights as stated are based upon application under average conditions. Application at extremely low or high temperatures can result in variations from the prescribed limits. For roof deck surfaces or insulating material which absorb asphalt, the asphalt must be applied in a quantity sufficient to assure adequate adhesion. Organic tooling tells should not be permitted to remain overnight without surface protection. The base ply in all specifications should not be allowed to remain open without surface protection. Phased application of TAMKO commercial roofing materials is not acceptable. Surfacing of the finished plies of fiberglass systems may be delayed up to 60 days without a glaze coat. Before the surfacing is applied, the roof must be dry and clean. All roof drain areas should be glazed immediately upon installation. All felts and coated rolls should be rolled and broomed in place immediately behind the mop and firmly embedded into the hot mopping. Care should be exercised to avoid heavy hrooming of fiberglass ply sheets. Sheets should not be "dropped" or nailed and turned back. End laps should not he less than 4 in. Excessive traffic on any roof is discouraged. 9.0 SLOPE NAILING REQUIREMENTS All nailing should be done through flat metal caps or with nails with attached caps of a minimum 1 in. in diameter. Gravel surfacing on slopes exceeding 1 -1/2 in. per 12 in. may experience movement of the pour coat and therefore the designer may wish to choose an alternate surfacing method. 1 t . /I. -111.11 .14 1t■ I •. .111 1∎11, ,. I u" IIil 1 I .( in Ili, . .c.pll.111 1, till o1. I,1,d. ∎.ii 11.1.. , .rdu 1 iii 1 II ,11,n11.1 L. L.i, I , n.liletl appn o.uni.nel ) - i In dol.vn II. III IIIC uplolI ctl};e.t uurn,oh uul L1 Cell 2.1 ill Un nun- n.ulahlr deck, oi Insulation, seated wood n,ulers ,ltould hr piovtded tin stoles exceeding I in leer It These Haller, should he installed horizontally Roofing kits are Installed parallel to the slope. Roofing lilts and all end laps are fastened at 6 in. intervals across the width of the sheet to the nailer (see Section 10.0). Spacing of wood natters should not exceed the recomntendatiuns of the roof insulation manufacturer. AWAPLAN PREMIUM, AWAPLAN PREMIUM FR, AWAPLAN HEAT WELDING, AWAPLAN 170 FR, AWAPLAN 170 or VERSA -CAP FR: Fastening of the membrane Is required at h in intervals across the top of the sheet on slope, above 3/-1 tit. per It. The membrane should hr applied parallel (Le , strap) to Illy slope 01 the roof. Eastt•ntitg acquirements our ,lope, over 3 tit. per ft. should Ix• obtained 'tom the Director of 'technical services. L 10.0 BASE PLY FASTENING M1v 10.1 NAILING PATTERN The standard nailing pattern for base sheets applied to mutable type decks is illustrated in the diagram to the right. Nail the sheets along the lap at intervals of no mote than 9 in. Stagger -nail on 18 in. centers along two lines located 12 in from each edge of the base sheet. • Wind conditions in some geographical locations may require increased fastening at critical areas of rool coverings, or the use of 3 in. plates. Factory Mutual data sheets 1 -7, 1 -28, 1 -47, and 1 -49 contain specific information regarding fastener and insulation pattern requirements. The responsibility for determining adequate fastening is that of the architect anUor engineer. Staple fastening systems are acceptable on wood decks when they congily with rode requirements. Contact the Director of Technical Services for more information on base ply fastening. 10.2 FASTENER RECOMMENDATIONS The following is a guide for fasteners to secure roofing s to 11.1l l,lr deco,. TAMKO assumes no liability for the performance of the fastener or (leek material. Type of Roof Deck Applicable Fasteners Wood tongue- and - groove sheathing Roofing nail, I" cap nun. Plywood Roofing nail, 1" cap nun. Gypsum- poured (1 -7 Days) Gypsum- poured (Aged) Non - nailable Deck Nail -Tite Type A Tube -Luc or Do-All Nail I lardened, 1" cap min. Precast-metal edge plank Du -All Nail I lardened, 1" cap min Lightweight insulating concrete Insuldeck Loc, Tube -Loc, or Es -Nail; 1" - 3" cap tin. Structural wood fiber Insuldeck Loc, Es -Nail, or Tube -Loc Nail; I" cap min. For more information about fasteners, refer to the Single Ply Roofing Institutes' (SPRI) Fastener Selection Guide or Fasteners, available Irotn the Roofing Industry Educational Institute (RIEI). , '11.0 ASPHALT All asphalt, nt.ludtt g ntodthed mopping -grade asphalts, must meet ASTM D -3I2. I'AMKt 1 endorses and recommends an identification system for mopping -grade .spltalis and the use of such identification information. This information should be printed on the asphalt packages or bills of lading covering bulk asphalt and should include: 1. ASTM D -312 Type 1, 11, III, IV 2. Flash point 3. Equiviscous temperature TAMKO recommends that :01 asphalt be applied at the EVT temperature spe- cific to the application method as printed on the asphalt cartons or bills of lading. (see section 8.0 Mr AWAI'IAN PREMIUM, AWAPLAN PREMIUM FR, AWAPLAN 170 Ili, AWAI'IAN 170 and VERSA -CAP FR temperature requirements) Where a TAMKO specilcation calls for Type II Asphalt, and Type II is not available to the local area, Type III may be substituted. Asphalt temperature should not be held above the finished blowing tempera- ture our more than 4 hours. Temperature measurement equipment should be checked at periodic intervals to ensure proper thennal treatment of the asphalt. Excessive heating can cause degradation of the asphalt. Refer to individual specttic:mins for asphalt type requirements. ASTM D -312 Type Kind of Asphalt IMJE Modified Type 1 Dead Level Asphalt Type 11 Flat Asphalt Type III steep Asphalt Type IV Special Steep Asphalt 'Except tot 11 , IX, NM, AZ, CA. N/A 1/2 "• 3" 3" N/A N/A 1/4" 3 :18.0 R00FIN T GS. AND PRIMER :., APR .; .. S.' T TAMKO now offers TAM- PRO; " a complete line of asbestos -free professional grad: cements and coatings to further meet your roofing requirements (see Section 3.2). The lollowtng Information represents the minimum requirements which must be met our acceptable cements and coatings to be used in a system which is to have a TAMKO roofing system guarantee: Cold Process Adhesive ASTM: 3019 Type 111 Plastic Roofing Cement ASTM: D -4586 Heavy•Bodted Hashing Cement ASTM: D -4586 Wet or Dry Surface Cement ASTM: D -4586 Pthered Roof Coating ASTM: D -4479 Fibered Aluminum Roof Coating ASTM: D -2824 Asphalt ('rimer ASTM: D -41 U.L. Raced Emulsion ASTM: D -1227 Nonlibercd Roof Coating FED: SS -A -701 Surfacing of the finished plies of fiberglass systems may be delayed up to 60 days without a glaze coat. Before the surfacing is applied, the roof must be dry and clean BECAUSE OE HEALTH CONCERNS OVER THE USE OF PRODUCTS CONTAINING ASBESTOS, TAMKO DOES NOT RECOMMEND, NOR ENDORSE, TIIF USE OF SUCH PRODUCTS IN ITS SPECIFICATIONS. HOWEVER, SUCII COATINGS ARE COMPATIBLE WITH OUR SYSTEMS. 13 :0 APPLICATION OF SURFACING Aggregate: Approximately 400 Ihs. of gravel or 3001bs. of slag should he applied in approximately 60 lbs. (215%) of asphalt per 100 sq. It. of roof area. No more asphalt should be spread or poured at one time than can be immediately tovered with gravel or slag. Gravel and slag or other acceptable surfacing material should he 1/4 to 3/4 in. in size, substantially opaque, dry, and free from dust, loam or other foreign materials (comply with ASTM D 1863). Smooth: Application of the surface coating for smooth - surfaced roofs shall follow TAMKO's recommendation for the particular specification used. The recommended product application rates are: Fibered aluminum coating 1 -12 to 2 gals. /sq. 2. Emulsion coating 3 gals. /sq. 3. Asphalt surface 20 to 25 lbs. /sq. Granules or chopped fiberglass may be added to an emulsion coating at the option of the designer. Asphalt glaze coating prior to the application of an aluminum or emulsion coating is not recommended except in dram areas. Smooth - surfaced roofing systems do require routine maintenance and periodic resurfacing. Coating resurfacing is the responsibility of the building owner. Frequency may vary depending on climatic and environmental conditions. TAMKO is not responsible for maintaining the roof coating. ROOF COVERING MATERIALS (TEVn) ROOFING SYSTEMS (TGFU)— Continued I- lan 170' is • suitable ahernste for - Awaplan - in any of the following roofing systems tab glen ;jnimum tongue and groove board is s suitable alternate for 1/2 in. plywood deed with fd icked. • ad FR is s suitable alternate for the first base sheet in any of the following roofing sye sae is • suitable alternate base sheet for use in any Roofing System limited to use over !usable deck. 'an Verse- Smooth• is s suitable sherries for " Awaplen Smooth in any of the - Awaplan 1 sled below. t one or phenolic insulation can be used in any of t fdbInsuiated noncombustible ':Then covered with • minimum thickness of 1/2 in. perfite or fiber board. ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT s'y N ply sheet can replace - Tam-Glass in the following Class A. B or C roofing systems. ,Chan venting bin sheet,cin replace "Glass -Base' base sheet in the following Class A S ng systems when limited to noncombustible decks. ;r-Phr is a suitable alternate to Glass Base in any of the following systems. owing noncombustible systems may be installed over a minimum 1/2 Type X gypsum Fhanicslly fastened to a combustible deck for the rating to be maintained. otherwise indicated. these constructions may utilise any thiicklsess of petite, gloss fiber, sno isocyanurat., combination isocyanurate /perlite or poiyurh�lthane /p.rlite insulation het r nailed. Wood fiber insulation is a suitable substitute on nondbmbustible decks only. Ctase A -k: NC Incline 3 a Sheet (Optionaft 1 or more layers of Vent -Ply. hot mopped In place. .Sheets: 3 layers Type 15 perforated asphalt organic•eh (Tri -Sis') or 4 layers convention - ype 15 perforated asphalt organic -f.h, hot mopped at 25 Ib /sq/luy.r. ;acing: Gravel. crushed stone or slag. a •k C -15/32 Incline 1 • Sheet Type 15 asphalt organic fah base sheet hot mopped- .: 'Sheets: 3 layers Type 15 perforated asphalt organic -felt hot pad. facing: Grave- crushed stone or slag 41 :k: C -15/32 Incline. 3 a Sheet Type G2 "Glass Base'. 'Tem Ply IV 'Vapor Chan - , "13 Ib Base Sheer or "Tam s Premium" hot mopped or nailed .Sheets: Min 2 layers Type G1 'Tam -Glass Premium hot moppl. !acing: Gravel in a flood coat of hot roofing asphalt at 60 Ib /s4. /c NC Incline: 3 s Sheet Type 61 'Tam -Glass Premium" ply sheet or Type G2 'Vent -Pty" base sheet hot •pod or nailed. Sheets: Minimum 2 layers Type G 1 'Tam -Glass Pre - -. not mopped. !acing: Gravel in a flood coat of hot roofing asph.i _.J lb/so. k: C - 15/32 Incline: 3 lation: 1 in. minimum glass fiber or perlite. nailed or sprinkle mopped. e Sheet (Optional): Type G2 bass sheet. - 43 Ib. Base Sheet'', "Glass Base /ant -Ply" roe G 1 ply sheet. 'Tam -Glass Premium ", hot mopped or nailed. Sheets: 3 layers Type G1 Tam-Glass Premium" or Tam Pty IV hot mopped. -acing Gravel in • flood coat of hot roofing asp' 60 :p /sq. s NC n.: 1.1/2 Sheet Type G2 "Glass Ban ". 'Tam -Glass Pram or 'Tam Ply IV", hot mopped. iheets 2 or more layers Type GI 'Tam -Glass Premium" or 'Tam Ply IV", hot mopped. acing: Type G3 - Tam -Cap" hot mopped. c NC Incline. 2 lotion (Optionelt 1-5/16 - 3.1/4 in. mad. in. glass fiber perlite or woodfiber. isocyanurete ,kle mopped. r Sheet (Optionalt 1 or more Type G2 "Vent Ply ". 'Vapor Chan ", 'Tam-c. •• premium - , .ly IV' or "Glass Base' hot mopped. -iota: 1 layer "Awaplan" smooth surface (modified bitumen)• hot mopped. or "Awaplan' • surface (modified bitumen), heat fused. acing Type G3 'Tam -Cap hot mopped. c C -15/32 Incline 1/4 • Sheet Type 15 "43 Ib Base Sheet'. 'Tam -Glass Premium ", Tam Ply PV" or "Glass Base d 'Ante 2 or more layers Type G1 'Tam -Glass Prermum hot mopped. acing Type G3 'Tani -Cap hot mopped. c C -15/32 Incline 1 Sheet One or more layers of Type G2 "Glass Base'. Versa Base' or 'Vapor Chan'. hot )sd or mechanically fastened in place. O One or more layers a Type G2 'Tam - Ply IV" or 'Tam -Glass Premium - , hot mopped ace Sheet Type G3 'Tam-Cap'. hot mopped in place. c C-15/32 Incline 2 • Sheet One or more layers of Type 15 .. A43 Base Sheer, hot mopped or mechaniceby n.d in place. :beet Two or more plies of Type G2 'Tam -Ply IV" or 'Tam -Glass Premium - , hot mopped ice. • Shgft Type 'Tan.Cap'. fat mopped in place. C -13/32 u Incline 2 -• Sheet One or more layers of Type G2 "Glass Base", "Versa Base' or - Vapor Chen - . hot. ,ed or mechanr8ally fastened in place or gravel, 60 Ibs/sq in. hot roofing asphalt obi genet Or layer Of "kwaplan Smooth (modified bitumen, hot mopped in ploys Suet Type 63 Tant-Cap ". hot mopped in place. SI' Incline ine 3 i ee One of metre tali.s of Tem" 11r, hot mopped or mechanic**, faassasad ss ROOF COVERING MATERIALS (TENT) 486 ROOFING SYSTEMS (TGFU)— Continued My Sheets One or Mere plies of Tam.Pty N. hot mopped as mechanically fastened. Surfacing Gravel. crushed stone or crushed stag, In s flood coat of hot roofing asphalt. Clegg II 1. Deck: C -1S/32 Inclines 1 Sato Shoat Ono or more plies of Type G2 "Glass Base Type 15 "543 Base or Type G2 'Vapor Chan . hot mopped or mechanically fastened in place. Cep Sheet Type G3 'Tam{ap , hot mopped in place. • 2. Deck: C-15/32 Inclines 3 B ase Sheet One or more plies of Type G2 ' Glass Bas.. Type 15 "#43 Base 'Versa Sato' or Type G2 'Vapor Chan hot mopped or mechanically fastened in place. ' Pty Sheet One or more plise, ai Type G2 - Tam-Ply IV". 'Tem•Glass Premium` . or "Verdi Bas-Sheet" mopped in place _ C*p Type G3 TamCap , hor mopped in place. 3. Deck C -15/32 Iodine 1/2 Base Sheet One or Man plies of Type G2 "Glass Base", Type 15 "43 Base 'Versa Bast or Type G2 'Vapor Chan", hot mopped or mechanically fastened in place. Cap Sleet Type G3 'Tarn-Cap -, hot mopped in plan. Class C 1. Deck C -15/32 Incline 1/2 Insulatiat 1 - 1.15 /16 in. glass fiber. petite or wood fiber. nailed or sprinkle mopped Pty Sheet 3 layers Type 61 Tim -Glass Premium" or 'Tam Ply IV", hot mopped. . SuAecing: Glaze coot hot roofing, asphalt - 2. peck C-15/32 Incline: 1/2 Base Shoat Type G2 - Glass tine - Tam-Glad Premium', 'Tam Pty N or - 43 Ib. Base', nailed a spot mopped. - - _ Ply Sheet 3 layers Type 61 - Tern-Glaze Premium or 'Tam -Pty IV", hot mopped: - • Surfacing Glaze coat hot roofing :asphalt- 3. Deck C -15/32 Incline. Unlimited B ase Sheet One or more diet */ Typo G2 "61st Base "#43 Base', 'Versa Base or 'Va- por Chan hot mopped or n+.c tcelly fastened. P ly Sheet One or more plies Of Type 42 'Tally -Pty IV or - 'Awaplan Smooth (modified bitu- men(. hot mopped In place. ,PM' - ' - Cap Sheet Type G3 'Tam -Capp litl mopped In place. COMBINATION HOT AND COLD SYSTEMS Unleu otherwise indicated. Mast constructions may .tilize any thickness of pulite, •.:a fiber, polyurethane, isocyanurate, combinaflon ieorysnurate /p lite or polyurethane /perlite ins... :con hot mopped or nailed. Wood fiber insulationi'ls • suitable substitute on noncombustible decks only. Class A 1. Deleted. 2. Deck NC Incline: 1 -1/2 Ply Sheet: 3 a more layers Type G 1 'Tam-Glass Premium' or 'Tam Pty IV", hot mopped. Surfacing: Cold coating, Grundy's 'Tinted Asphalt Emulsion Roof Coating, 039" at 3 gaVsq. 3. Deck C -15/32 Iodine. 1 Insulation: 1 in. inin.mum glass fiber, partite. wood fiber. r ' isocyanurate Or combi. nation isocyanurata /perhte nailed or sprinkle mopped. Bee Sheet (Optionalt Type G2 "Glass -Base' or Type G1 ply sheet 'Tam - Glass' nailed or hot mopped Pty Sheet= 3 layers Type G1 'Tam -Glass Premium hot mopped. Surfacing: Cold coating Pure Asphalt's "Fibered Asphalt Emulsion Roof Coating" at 3 gaVsq. 44. j Deck: C -15/32 Incline. 1 -1/2 Insulation (Optionatt Glass fiber, partite. 2 in. mac. Ben Sheet Type G2 "Glass Base ". "43 Ib. Base" or 'Vapor Chan", nailed. sprinkle or 1::. mopped. Ply Sheets: 3 I: ;rs Type G1 - Tam -Glaze Premium" or "Tam-Ply , hot mopped. Surfacing Cold :orating Pure Asphalt's "Fibered Asphalt Emulsion Roof Coating' at 3 gaVsq. B. Deck C -15/32 Incline 3 :.on: Glass fiber. wood fiber or ()elite 2 in. mad. ban Sheet Type 15 "43 Ib Base Sheer or "Glass Base" nailed or hot mopped. Pty Sheet 3 layers Type G1 'Tarn-Glass Premium "; hot mopped. Surfacing Cold coating, Pure Asphalt's "Fib.red Asphalt Emulsion Roof Coating" at 3 gsVsq. Class • 1. D. 0.15/32 Insurer 3 D. Base Sheet One or more plies of Type 15 "p43 Base Sheet ". hot mopped or mechanically fastened in plat.. Ply Sheet Two or more plies of Type G2 'Tern-Ply IY ,r 'Tam -Glass Premium ", hot mopped in dace. Surfacing Grundy's "Fibers(' Aluminum Roof Costing'. :died at 1 - /2 v .,t /sq. 2. Deck C-15/32 Irc•.ne 1/4 Base Shoat On or more plies of Type G2 "Glass Bas.. 'Verse Bast or 'Vapor Chan", hot mopped of mechanically fastened in place. Membrane One layer of "Awaplan Smooth - , "Awaplan 170 - , "Awaplan' or "'Awaplan FR (modified bitumen), hot mopped in place. Surfacing Grundy's "Fibered Aluminum Roof Coating applied at 1 -1/2 gaVsq. 3. Deck: C -15/32 lncSne 2 Cap Sheet Type G3 'Tam.Cap (inverted). mechanically fastened in place. Membrane One layer of "Awaplan' , "Awaplan 170" or "Awaplan FR" (modified bitumen). hot mopped in place. Surfacing Grundy's "Fibered Aluminum Roof Coating applied at 1.1/2 gaVsq. Chose C 1. Deck: C -15/32 blame 3 bwtladort 1 in. minimum glass fiber, parlitee wood fiber. polyurethane. isocysnurats or comb). nation 'socyanurate/pedits nailed or sprinkle mopped Pty Shane 3 or more layers Type G1 'Tamjlese Prernken - , hot mopped. Saarfeciq: Cold coming. Pure Mash's - F:Oered Asehe t Eanubion Hoof Costing et 3 awes . r' i • ROO Lug Eng RA/ Ss/ L223 ze :68 feb. S2 ur R.rercnce: File R.12124 r. Richard Zegelbone 'topical Auplaa1t Prod, Corp. 904 :south 31ut Avenue 1 L. 33909 Underwriters Laboratories Inc.. ril 21, 1995 truly yours, ANl)U1t;ON (X43283) n1aring Auuociate nucring Servlc.:s, Dept 411 1'WP5/SU/1412124 . AL% its zod e6I CLASS A D , car Mr. Legelboun : ' ilia its in reaporau to your letter dated April 19, 1995 r quetating an enginearing study for the following roof uyntar. Deck: C _5/31 Dane sheet: one or morn plie4 of Type G2, mechanically fastened. Ply 1%hect ; Coating' Incline: 1 Three or more plies of Type Gi, hot mopped in place. "120 Alums - arias" applied at 1 -1/2 gal per uq- ed on existing tout data of system(' which would contain filar componentu, Lha above uyutuw would qualify au a class; A Revie - - by' DOUG C. MILLER (X43262) Engineering Team Leader 1:n91neering 9exvicue, Dept 411 TIP ST) I Ati3S '9113 m C13k'?C. ?a). 1 tiu1 t stoat atamisalyd dedicated to Ill is P au1 Cam+ eli , to grAty unto 1'olyfoant PtocIuct4, 2400 Spring - Stucbner Road Spring, Terns 77383 API ROV £1): t' BRADCO TENA' t7 HOME tMIG 1(lOPOLI IAN DADE COUNTY, (=LOFIIUA ME THO•UADE FLAGLER BUil DING rl.q.212L C 1.1tO.C4..N.Q1.1a. 2F ACCF.YT .NCL OUI!.DINO CODE COMPLIANCE DEPARTMENT SUITE 1603 tATI10.OADD FI,AQLCR WILDING 140 WEST FLAMER 81I ST MIAMI, FLORIDA 33130.1503 • (305) 3/6.2901 FAX (306) 376.2905 a✓ O 1 > Prods is "PQIYJLL A -160" IksaraIe..AlihtiilY� under Your application ;cr Product Approval of !•sll5'foam S Chapter 8 of tic Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations ns subrriitted by The Canter for Applied Enginc:rint , Inc. and Miles Laboratories Polymers Division has been recommended for acceptance by the Building Code Compliance Deportment to be used in Dade County, Florida under the specific and standard conditions set forth herein. '1•iic approval shalt t,, valid fora period of t.hreu years. The Building Codc Cotnp`tfo quality c ne r serves the f rig to secure, N product or material at any time for a job .iltt or manufacturer plant product or material fail to perform in the Approved manner, the Code Compliance Department may revoke, modify or suspend the use of such product or material immediately. The Building Code Compliance Department raserves tiro right to require testitl5, of this product or material should any amendments to the South Florida Uuilding Codc be enacted Affecting this pr oduct or material. The expense. of such testing will be incurred by the Mr,,,ufacturot. 'i;tODUCt' NU. : ACCEP't'ANCg NO.. 93- tW ' 1.1i1 EXPIRES; 2 1 19 9 8 u1 Kodrigu roduct Control Division Supervisor • PLEASE NOTE - TWS ISM{ COV'Et &St4EFT. SEX. ADDITIONAL T1 PAGES FOR SPECIFIC AND GENERAL Ut111,DINC CODE COMMITTEE Code This application for Product approval has been reviewed (b� n Committee to be i � Dade County�t;lorida undue Compliance Lc:p.'lmcnt and approved by the L uilding Code the conditions set forth above. P3� ?_1 1995 f � , „ 'rector Building Code Compliance Department Metropolitan Dade County A.P.Viii.1111L Product Coniml No. r,�`i.431�.1Q 1'olyroan► Products, inc.. '2400 Spying - Stut:bn __ 1995 er Road Approval Date: _ Spring. Texas 7731:3 -1132 APB 1998 . EXpiratipn Date: i:lcltits2t`� �ub:..L�ttsgt2t1; Inual 5i11kaYpe: :_: , : i (_: A Y•/i - -• Fi R M D C O - r is 1t A' S HOME PROIUC1• CONTROL NOTICE OF AC.CEN fANCE Roo1:1NG COMPONENT APPROVAL Rooting Component FWening/Adheslve koof Tile Adhesive Two Component Polyurethane System Description Polyfoam Products, Inc., produces two - component expanding polyurethane adhesive for the attachment of clay and concrete roof tile. Polyproe AH160 is specially designed for application of concrete and clay roof tile over a variety of roof deck substrates and underlayment materials. Polyprol.c adhesive is applied with proprietary Foarnpro43.) RTF1000 dispensing equipment. Approval of Otis product, is specific to the two component mix and Foamproe al p1009 dispensing equipment. Alternative mctliods of dispensing will require is revision to this app licensed by Polyoam , Inc. Polyproe adhesive shall be applied only by 'Qualified Applicators', f o of a application C,; and identification cards are issued to applicators upon successful completb 'Qualified training pro I,. Approval of this adhesive system is contingent upon app lication by a ' Q Applicator. Contact: Pat Murray P.O. BON 1132 Spring, Texas 77383.113 (713)330.8888 Fax: (713)288 -6450 1 Raul •t.`odriauaz .0. 0 ( .J Ir' I'1.i tE1 I.1 I L!I'=•tr l I_Ut:r = lri PH_IIIE : 30F 26 4 t_ I ,.s . 1 . ; 1'— Y�cd.It.c1 POIvpru) AI-1 I 60 Foampra RTE 1 000 , g' RA1 CO 'DE NA' tip HOME P t_l :1 Product Control No.: 9 Call 1.O TRADE NAMES OF PRODUCTS ►MANUFACTURED OR LASELL:D BY APPLICANT Diatjaiglik N/A N/A • Test 9Sl.Q�t11 WJl5 PA 101 • See Dctoil Attached Dispensing Equipment 2 Rau; ;t.;driguez Jul. 12 1995 11: 4EAf1 P3 Product Description Two component polyurethane ,. :t r =r c+ : 1 r::r.A?..l * BRADCO TENA' S HOME P roduct Ur.i:ctittyinent R uoi'• ri l e TRADE NAMES OF PRODUCTS MANUFACTURED BY OTHERS Test Criteria PA 120 Product Description All Dndo County. Component Approved . products es detuiled in Dade County Application Standard PA 120 PA 101 All Approved roof tile systems having tested in compliance with Dade County Protocol PA 101, as detailed in the systems section of this Component Approval 3 Product Control No.:, 45- Q314.10 ul Rodriguez Manufacturer All D.adc County Approved Products All Dade County Approved Products P 0 4 e CJ et. I • L 1 L I 1 1. 1 l l 1 1 11i I, Test Agui;.1: Center for Applied 1.1gineering Miles Labora :vies Polymers Division k ri pt rty Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Trunsmission Dimensional Stability Closed Cell Content < : .V BRI4DCO T£NA' Ey HOME TEST REPORTS It Cd i tifier I. .LNQniefRepor[ 13A.tt 494 - 060 Metro Dade Protocol 04/08/94 PA 101 N13.589 -631 ASTM D 1623 02/01/94 TYPICAL PHYSICAL PROPERTIES ASTM D 1622 ASTM 1) 1621 18 PS[ Parallel to rise 12 PSI Perpendicular to rise ASTM ID 1623 28 PSI Parallel to rise ASTM ID 2127 0.08 Lbs./Ft ASTM E 96 3.1 Perm / loch ASTM D 2 126 • ASTM 1) 2856 86% U b:� 'L 1.6 lbs. /ft.' Product Control No.: 95- 0314.10 asaulta +0,07% Volume Change @ .40° P„ 2 weeks +6.0% Volume Change @158°F., 100% Humidity, 2 week$ 4 TaI. 11:47F1rt P5 0 E, a.; r. Note: The physical properties; listed above are presented ON tyl)ienl average vnlues as determined by accepted ASTM test ntoticods mtd are subject to normal ntnntcfncturing vnrintion. Deck Description; SYSTEM A: ,Slope Range: Untlnrlayment: Roofing 'I'lle: Comments: I IT) A 2•.T T H Ilk A D 410 '> TENA' N A' :� HOME 1 =• 0 F SYSTEMS Deck Type: Wood, Non-Insulated, New Construction/Retool Ne.w construction 19 / 3 ." or granter plywood or wood plank. Re-roof 13 / 3 _" or greater plywood • Adhesive Set Application 2 ":12" to 7 " :12" Install uhoice of Approved'.undorla system, noted on ,Nabs 1 of Dade County Protocol PA 120, in compliance with Section 3.02 of PA 120. • ' Install Approved tile system in compliance with PA 120. Adhesive shell be applied in compliance with the Component Application section and the corresponding Placement Details of this Roofing Component Product Control Approval. The adhesive attachment shall provide sufficient attachment resistance expressed as a moment to meet or exceed the required moment of resistance determined in compliance with PA 115 or PA 127. The adhesive attachment data is noted in the tile Roof System Assembly Product Control Approval. 1. For re -roof applu:rtions, minimum " / „” plywood is an acceptable substrate. 2. All 'System Limitations' noted in the tile Roof System Assembly Product Control Approval shall apply. Rat Rodriguez Product Control No,:,,QLta_ v ir 0 pock 'Type: Cuncretc, New Construction/Reraof Deck Debcriptinn: Nov construction SYSTEM 13: Adhesive Set Application Slope Range: 2 ":12" to 7 ":l2" Unticrinyntent / Waterproofing: Rooiiing Tile: I I .l 1 :_l .T or As t<AIDCO PENA' S HOME SYSTEMS (CONTINUED) F' 0 i Product Control • Install Approved t►nderlayment system of one of the following: Underinyment System ti l (30/90 Hut Mop) noted on Page 1 of Dade County Protucol PA 120, installed in compliance with Section 3.02(A) of PA 120 Any Approved urethane or asphalt based concrete waterproofing component installed in compliance with t waterproofing component manufacturer's Roofing Component Product Control Approval. Strips of reinforcing fabric shall be installed at all concrete deck joints. Install Approved tile system in compliance with PA 120. Adhesive shall be applied in compliance with the Component Application section tend the corresponding Placement Details of this Roofing Component Product Control Approval. The adhesive attachment shall provide sufficient attachment resistance expressed as a moment to meet or exceed the required moment of roststanca determined in compliance with PA 115 or PA 127. The adhesive attachment data is noted in the tile Roof System Assembly Product Control Approval. Continents: 1. For rc raofapplications, minimum ° / „” plywood is an acceptable substrate. 2. Ail 'System Limitations' noted in the tile Roof System Assembly Product Control Approval or wn terproofng component Roofing Compon9nt Product Control Approval shall apply, ns applicable. 9.1 i 1'. : t 0 A2••1 - , • . 8tkADGc TENA' t3: HOME Product Control No.: 95- 0314.10_. CoNit'oNE T APPL1CATtON 1'nl;.pro:ty AN 160 tile adhesive shnll only be applied over an underlayment installed in compliance ith application instructions detnilud In its Component Approval.. Underlayment shall be any undurl; yrments or underlayinent systems listed as Approved in Dade County Protocol PA 120. Adhesive application shall be in accordance with tito instructions provided in this Component .Approval, the manufacturer may provide additional instructions subsequent to this approval date which shall prevail. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. CuliLration of the Foampro® dispensing equipment Is required before application of any adhesive. The rnix rr'tio between the "A" component and the "B" component shall be maintained between 1.0 -1.15 (A) : 1.0 (13), The dispense timer shall be set to deliver 0.08 to 0.15 pounds per'tile as determined nt calibration. No other settings shall be approved without revision of this Component Approval. 4. Adhesive shall be dispensed in a 17 in' to 23 1n pad at time of appllantinn. The cured pad shall be approximately 5" x 12 ". Foam placement shall be in accordance with the Placement Details' provided in this Component Approval. Each generic tile profite'requires a specific placement, as noted in Table 1, below. A tile manufacturer may test a tile system in compliance with PA 101 and add an additional detail without incurring an additional revision cost, 5. Adhere tile directly in freshly applied adhesive. Tile must be set within 2 to 3 minutes after foam has been dispensed. 6. Adhesive tbull be pinged to create contact with minimum 2 tiles, as outlined in the 'Placott►ont Detail' for each tile profile. Table 1: Adhesive Placement For Each Generic Tile Profile Levee Mot Small Flat Tile Profile Two -Piece Barrel 'S' Shaped Double Roll 7 Placement Detail #1 #2 #3 #4 #9 ]= In i 0 Rail t Rosirlauez .:,. -�� ?Ti 1 0. .S ti.BRADCO 'DENA' 13.! HOME SYSTEM LIMITATIONS Product Conti 01 No.:.. 9 Q,31 Tile must he applied within 2 to 3 minuie,s of the application of Polypro® AH 160 adhesive, 6. Refer to the Prepared Roof System Assembly for fire rating. 7. PolyproQ A11160 shall not be exposed permanently to sunlight, 8. Polyproe.c AH 160 shall be applied with Fonmpro RTF1000 dispensing tyuipmont only. Polyp;o AH 160 adhesive shtal.be installed only by'Quali Applicators' approved and licensed by Polyfoam Products, lnt:. 3. 'Fur adhesive set tile applications. a field static uplift test by a Dade County accredited testing ac,eucy, in compliance with Dada County Protocol I'A 106, shall be required not .less than 72 hours after application to confirm tile Adheion. The results of this, testing sbnli be reported to the duildiiig Official and the installer stating that Vic, application has 'passed or failed PA 106 testing, If the application fails PA 106.testing, the- repoit shall state which portion of the tint was failed; category 1 (examination for loose tile) or Category 2 (uplift testing of tile). Subsequent to testing, t!ic installer may repair not more than S?'o of field arca tilos and 10% of perimeter area (i.e. ride /rake) tile with approved tile adhesive, The installer shall place an identifiable marking on each repaired tilo for future reference. Any PA 106 re -test shall not include any marked tile. 4. Refer to application drawings published by the National Tile Manufacturers Association for penetrations and terminations, as well as the 'Placement Details' included with this Component Approval. S. Refer to tile Roof System Assembly Product Control Approval for system Approvals with this Component. 9. Any amendments to the provisions shall be in compliance with Sections 203 and 204 of the South Florida Ni.lilrtins: r.nrle.. (Z.alaI oclriguez. r` - ^ ��- h•' ?:t :'.'�rJ' :_ z... .asp.. -wn n.x iL...,:..■. ....+. • u+ 4f7 1 • covER PAx WCCPN .Z 1' MORilR ac0 FCR•COVTR me �� UCTAI EAYF OKIP zOrtOr n oon aloanra oftianei FASCIA OOARO •oir,. -up toot-at PLACEMENT DETAILS • \ 9 Placement Detail #1: Two-Piero Bnrrcl Profile 2X4 OH W , (; r A 2,•1 rr• EI R A D G: O T E TJ A' t: HOME F' 1 0 Product Control No.:, 95-0114.10. a x WT' roiia+ P.0 • Nn«, .p'11.4 '_ NAB TIRfT PAN hCRE (SMEN A001110NA4 NA GOOty ptWIREO 1• % 10• T Qen Sad whe' applied ' (v Cti AC R M N RCO) • n _ T , u.:rrs- `e:f:' JiS:_vai�r �,es.- +oveir��i��.. ..� :•...�.taea�e!7. , 1 BOARD 0,E )41NER.kL• SURFACE. Roor1NO FELT 2 "'A 10" 704m Pad Nh4n pr+1^I.ied (tPOM). PREPABRJCAIEC PLASIKI {ioo C c E uEt 4T OR IKTO APPROVED AOHCSP/E SR A CDCG TENA' rti HOME PLACEMEMf DETAILS (CONTINUED) WEEPHOLE Plactinent Detail U2: 'S' Shaped'lila Profile Product Control No.; _25 031,4.1(4 NAIL WERE `•HRCU4H P�B�O nccr CEMENT 15 R.CU'lt0 5Y P CCCC) I . H C LAP abRGE 90 .R0 SbaliIG or POINT W 'i. tC$ IPA SUAFAGC ROLLED RAKP 13L- (SPANISH . S CU'S) Stcvat'YOH ceRROSION RESSTANT 11AI.S P 1 7 I.1 : 1 ,A T..7 r• 13RADCO T11INA' S l .� FAZCIA 8OAn PLACEMENT DETAILS (CONTINUED) Placement Detail tt3: Do0b1a Roll Profile z Product Control vo.: L , OOJ MINtRAI SUA ROOl1N0 all' x 1,0' TOam Pad Won 69911100 14 Alt. T 01 /0.1 PLASTIC ROOF CZLIEN'f 0.'404 ADOI11ONAL NA■LINO IS REQUIRED BY COGE) $ARG[ UOARO ■ f_1 i.a f 1 - .) A !' ,t: Et R A D C O T E N A' S HOME F' 1 :3 • FASCIA BOARD • PLACEMENT DETAILS (CONTINUED) METAL. CAVE DRIP x 0 90ARD• Product Control Placement Detail 114v• Limo :Flat P ANu • • '11121111,01. 'Orr?' 7 "111 • xa Iowa opp:ted , . /p Po141,,T,&CT, 1 '�h• ' a. ' a w AOE 441T4'J,Ttt.LS4 .. 1 1. '"MC' Q 4C MC 2. ASC 0TIE =IC Of mg 1,Ni0fA3at Or T E •.11k£ soma SET I HAIL C D4 4T (WHEN 011I0NAL I��IUNO 19 RCOVIRFO aY.c00p ` J POINTED - Moe�YAR;:OtO. ”' '1 V448 USbvC No !tare RXT •" UR s Ft.At T 14 ) , ,� :��.ti S ;?► �� -CVO !"'"L!, • i',t ,A Ct� • r 'a =l _Ir i_, / -1 . 8RADCO TENA' S HOME p 1 4 NOTE, TOM SHALL NOT REACH OHTQ THE HeAO OF Tat IN PREVIOUS CQUnb( Ott CHTO UNDCALficx or AOJACEHT TILE. Pad WACI epp3.la9 rc.�o:a,P PLACEMENT DE'T'AILS (CONTINUO) • Non, rGM CONTACT is .Ii4AOlt Ytt OH 3 • + r. ... L nit UNOCk0' ac 0 A MONO lli.g ' 4 MC••UNO[RAIDC Of E 11LE Ohm St7 l rA.ICIA POMO 9 1' Placement Detail #5: S�n�� ;fat grolelc Product Control No. :_ 95- 1, t a I n Mgt.- HERL TkRC PL&$7 `. ROor c CM4tN' RCCU1RE( •• '. I m BY CQOE) OAKCt OQMd SAWCU1 k,Att ir .r PaNTtQ. -up Molhrm, 8CP Jul. 12 11:5.21-111 P14 4, HCAO OF ONE not I 1 ' METROpADE r:, far.., ,. BRADCO TENA' S ti0ME IVQ P 0 1 METT10PULITAN DADE COUNTY, FI,OA(pA MI_TAO -DADS F LAGLEii BUILDING WUILDING CODE OOMPUANCB D AnJMENT Ml:TflO•UADS FLAQLE p�p NQ .140 Wain Ft.AOI.ER $TR ET MIAMI, FLORIDA 33130403 ... ..... (3o 1314.2001 . , ► • • . • (304 374. 11;908 • Extensions of Acceptance may be considered after a now application has been filed an the supporting data, test reports no older than ten (10) years, Mayo beers re-evaluated. All reports of re- testing shall bear the seal, signature and date of an engineer registered In the Slate of • Florida. •. ; i 7' • 2. Any revision or change in the materials, use, or mltinttfacture of the product or process shall automatically be r.,usc for termination, unless prior approval Is granted for revisions or change. . 3. Any unautistactory performance of this product or process or a change in Coda provisions shall be grounds for re- evaluation. 4. This acceptance shall not be used as an endorsement of any product for sales or advertising purposes. 5. the Notice of Acceptance number preceded by the words Dada County, Florida, and fbllowed by the expiration date may be displayed Its advertising literature. If any portion of the Notice of Acceptance Is displayed, then it shall be done in its entirety. G. Product approval drawings, where required for permit applications; shall bo provided to the applicant by the manufacturer or his distributors unless otherwise noted in the Notice of Acceptance. The prints need not be re-sealed by an engineer. �:• • •,;;' ti .. 7. Fallureao comply with the Standard Conditions shall be cause for tarmlnation ofthe Approval. This approval supersedes all previous approvals. Rt, �� • odrigue P • uct Conuo[Division Supervisor ' , • :r p': PERMIT Date ( Architect /Engineer Bonding Company Mortgagor APPLICATION FOR MUNICIPALITIES OF DADE COUNTY (OWNER TO RETAIN COPY) 6,00 // Job Address Owner's Address ‘e1/) Legal Description/ '1 '1a /�/ ✓ , �� er / Lessee / Tenant Zoning dotary as to Owner and /or Condo President ;y Commission Expires: k * . * * * * 'ERMIT FEE: APPROVED: * Fire /414V I J d Contracting Co. Qualifier ' SSo - - Phone State# Competency# Address Address Address Address Tax Folio # j2 /' g/3/ / Master Permit # JJ J0 Phone .73-7—pi d.3 Ins. Co. Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL PAVING FENCE SIGN WORK DESCRIPTIOIJE-- Square Ft. Estimated Cost c WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT). Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING, and MECHANICAL work. ZWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate•and that all work =ill be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the ork stated. /� signature of Owner and /or Condo President Signa ure of R - -- or Owner- Builder )ate: Date: 1 4(2 AA4 I I J� tar X as to Contractor or Owner- Builder M y Commission : Ex ires * * * p **/�' sic Other Building J Electrical Spa ay -�"' Mechanical Plumbing Engineering Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Owner's Name and Address Council Approved____ ___ BI-l: ° .DING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT MIAMI SHORES VILLAGE Date_ Registered Architect and /or Engineer Name and address of licensed contractor Location and legal desc 'ption of lot to be built on: ` ` �f e Lot_____ _ VRA / 17 Block / -3 Subdivision �{ Street and Number where work is to be done 4 ) ✓1' / 1) State work to be done and purpose of building (by floors) and for no other purpose. Addition de>/- ' 19Z0, No Street New Building L Remodeling To be constructed of Kind of foundation Roof Covering Estimated Total cost of improvements $ 4��' Amount of Permit $ Zone cubage required plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor_ ._ I hereby submit all the plans and specification f said building._ All notices with reference to_the building and -its construction may- -- be sent to -� The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub- contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for in on on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such . • ntr - tor wor perf eed under this permit, as are licensed by Miami Shores Village. � / � i /, 1�%"' Remarks (Signed STATE OF FLORIDA, COUNTY OF DADE. j ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. ry Permit No 1 t l i 4 Z Date �� - !_______ Read, Sworn to and Subscribed before me. Disapproved Date (Signed) Notary Public, State of Florida wilding Inspector My Commission Expires PLANNING BOARD__. DATE Chairman _ __ Member Member Member Member Member NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of 51.00 will be charged when such re- inspection is made necessary by improper not. ^e for inspection or faulty materials and /or workmanship. Repairs No. of Stories _Date Disapproved _ ... Date